PN Tests pour les elements de structure

diff --git a/src/TestsEltsVisu/Barres/barrecarrecreuse.comm b/src/TestsEltsVisu/Barres/barrecarrecreuse.comm
new file mode 100644 (file)
index 0000000..787e758
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barrecarrecreuse.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='BARRE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    BARRE=_F(GROUP_MA='element1D',
+                             SECTION='RECTANGLE',
+                             CARA=('H','EP',),
+                             VALE=(3.0,1.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Barres/barrecarrecreuse.simul b/src/TestsEltsVisu/Barres/barrecarrecreuse.simul
new file mode 100644 (file)
index 0000000..2dfa08c
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barrecarrecreuse.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuBarreRectangle( element1D  ,  CREUX  ,  3.0  ,  3.0  ,  1.0  ,  1.0  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Barres/barrecarrepleine.comm b/src/TestsEltsVisu/Barres/barrecarrepleine.comm
new file mode 100644 (file)
index 0000000..37c0b1b
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barrecarrepleine.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='BARRE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    BARRE=_F(GROUP_MA='element1D',
+                             SECTION='RECTANGLE',
+                             CARA='H',
+                             VALE=3.0,),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Barres/barrecarrepleine.simul b/src/TestsEltsVisu/Barres/barrecarrepleine.simul
new file mode 100644 (file)
index 0000000..fa6d7ae
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barrecarrepleine.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuBarreRectangle( element1D  ,  PLEIN  ,  3.0  ,  3.0  ,  0  ,  0  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Barres/barrecerclecreuse.comm b/src/TestsEltsVisu/Barres/barrecerclecreuse.comm
new file mode 100644 (file)
index 0000000..44f72be
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barrecerclecreuse.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='BARRE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    BARRE=_F(GROUP_MA='element1D',
+                             SECTION='CERCLE',
+                             CARA=('R','EP',),
+                             VALE=(3.0,1.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Barres/barrecerclecreuse.simul b/src/TestsEltsVisu/Barres/barrecerclecreuse.simul
new file mode 100644 (file)
index 0000000..08fa627
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barrecerclecreuse.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuBarreCercle( element1D , CREUX  ,  3.0  ,  1.0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Barres/barrecerclepleine.comm b/src/TestsEltsVisu/Barres/barrecerclepleine.comm
new file mode 100644 (file)
index 0000000..3dbf86e
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barrecerclepleine.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='BARRE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    BARRE=_F(GROUP_MA='element1D',
+                             SECTION='CERCLE',
+                             CARA='R',
+                             VALE=3.0,),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Barres/barrecerclepleine.simul b/src/TestsEltsVisu/Barres/barrecerclepleine.simul
new file mode 100644 (file)
index 0000000..c6701ad
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barrecerclepleine.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuBarreCercle( element1D , PLEIN  ,  3.0  ,  0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Barres/barregenerale.comm b/src/TestsEltsVisu/Barres/barregenerale.comm
new file mode 100644 (file)
index 0000000..d348adc
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barregenerale.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='BARRE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    BARRE=_F(GROUP_MA='element1D',
+                             SECTION='GENERALE',
+                             CARA='A',
+                             VALE=333.0,),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Barres/barregenerale.simul b/src/TestsEltsVisu/Barres/barregenerale.simul
new file mode 100644 (file)
index 0000000..8e7f1dd
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barregenerale.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuBarreGenerale( element1D )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Barres/barrerectanglecreuse.comm b/src/TestsEltsVisu/Barres/barrerectanglecreuse.comm
new file mode 100644 (file)
index 0000000..a2f3c44
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barrerectanglecreuse.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='BARRE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    BARRE=_F(GROUP_MA='element1D',
+                             SECTION='RECTANGLE',
+                             CARA=('HZ','HY','EPY','EPZ',),
+                             VALE=(3.0,4.0,1.0,2.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Barres/barrerectanglecreuse.simul b/src/TestsEltsVisu/Barres/barrerectanglecreuse.simul
new file mode 100644 (file)
index 0000000..1cd4824
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barrerectanglecreuse.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuBarreRectangle( element1D  ,  CREUX  ,  4.0  ,  3.0  ,  1.0  ,  2.0  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Barres/barrerectanglepleine.comm b/src/TestsEltsVisu/Barres/barrerectanglepleine.comm
new file mode 100644 (file)
index 0000000..0a8b294
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barrerectanglepleine.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='BARRE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    BARRE=_F(GROUP_MA='element1D',
+                             SECTION='RECTANGLE',
+                             CARA=('HZ','HY',),
+                             VALE=(3.0,4.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Barres/barrerectanglepleine.simul b/src/TestsEltsVisu/Barres/barrerectanglepleine.simul
new file mode 100644 (file)
index 0000000..569c7dd
--- /dev/null
+++ b/src/TestsEltsVisu/Barres/barrerectanglepleine.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuBarreRectangle( element1D  ,  PLEIN  ,  4.0  ,  3.0  ,  0  ,  0  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Coques/coqueexcangle.comm b/src/TestsEltsVisu/Coques/coqueexcangle.comm
new file mode 100644 (file)
index 0000000..c5a0f5d
--- /dev/null
+++ b/src/TestsEltsVisu/Coques/coqueexcangle.comm
@@ -0,0 +1,21 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='DKT',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    COQUE=_F(GROUP_MA='element2D',
+                             EPAIS=3.0,
+                             ANGL_REP=(0.0,90.0,),
+                             EXCENTREMENT=-0.3,
+                             INER_ROTA='OUI',),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Coques/coqueexcangle.simul b/src/TestsEltsVisu/Coques/coqueexcangle.simul
new file mode 100644 (file)
index 0000000..eb5e514
--- /dev/null
+++ b/src/TestsEltsVisu/Coques/coqueexcangle.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuCoque( element2D , 3.0 , -0.3 , 0.0   90.0 )
+self.monObjetVisu.Visualise 

diff --git a/src/TestsEltsVisu/Coques/coqueexcssangle.comm b/src/TestsEltsVisu/Coques/coqueexcssangle.comm
new file mode 100644 (file)
index 0000000..acfd476
--- /dev/null
+++ b/src/TestsEltsVisu/Coques/coqueexcssangle.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='DKT',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    COQUE=_F(GROUP_MA='element2D',
+                             EPAIS=3.0,
+                             EXCENTREMENT=-0.3,
+                             INER_ROTA='OUI',),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Coques/coqueexcssangle.simul b/src/TestsEltsVisu/Coques/coqueexcssangle.simul
new file mode 100644 (file)
index 0000000..0137cf3
--- /dev/null
+++ b/src/TestsEltsVisu/Coques/coqueexcssangle.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuCoque( element2D , 3.0 , -0.3 , 0   0 )
+self.monObjetVisu.Visualise 

diff --git a/src/TestsEltsVisu/Coques/coquessexcangle.comm b/src/TestsEltsVisu/Coques/coquessexcangle.comm
new file mode 100644 (file)
index 0000000..0646494
--- /dev/null
+++ b/src/TestsEltsVisu/Coques/coquessexcangle.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='DKT',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    COQUE=_F(GROUP_MA='element2D',
+                             EPAIS=3.0,
+                             ANGL_REP=(0.0,90.0,),
+                             INER_ROTA='OUI',),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Coques/coquessexcangle.simul b/src/TestsEltsVisu/Coques/coquessexcangle.simul
new file mode 100644 (file)
index 0000000..1e4a829
--- /dev/null
+++ b/src/TestsEltsVisu/Coques/coquessexcangle.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuCoque( element2D , 3.0 , 0 , 0.0   90.0 )
+self.monObjetVisu.Visualise 

diff --git a/src/TestsEltsVisu/Coques/coquessexcssangle.comm b/src/TestsEltsVisu/Coques/coquessexcssangle.comm
new file mode 100644 (file)
index 0000000..0a2b5ac
--- /dev/null
+++ b/src/TestsEltsVisu/Coques/coquessexcssangle.comm
@@ -0,0 +1,19 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='DKT',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    COQUE=_F(GROUP_MA='element2D',
+                             EPAIS=3.0,
+                             INER_ROTA='OUI',),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Coques/coquessexcssangle.simul b/src/TestsEltsVisu/Coques/coquessexcssangle.simul
new file mode 100644 (file)
index 0000000..5991467
--- /dev/null
+++ b/src/TestsEltsVisu/Coques/coquessexcssangle.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuCoque( element2D , 3.0 , 0 , 0   0 )
+self.monObjetVisu.Visualise 

diff --git a/src/TestsEltsVisu/Geometries.hdf b/src/TestsEltsVisu/Geometries.hdf
new file mode 100644 (file)
index 0000000..51a1a06
Binary files /dev/null and b/src/TestsEltsVisu/Geometries.hdf differ

diff --git a/src/TestsEltsVisu/Grilles/a b/src/TestsEltsVisu/Grilles/a
new file mode 100644 (file)
index 0000000..b3577da
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/a
@@ -0,0 +1,6 @@
+echo "self.monObjetVisu.Visualise()" > grilleanglerep.simul
+echo "self.monObjetVisu.Visualise()" > grilleanglerepssexc.simul
+echo "self.monObjetVisu.Visualise()" > grilleaxe.simul
+echo "self.monObjetVisu.Visualise()" > grilleaxessexc.simul
+echo "self.monObjetVisu.Visualise()" > grille.simul
+echo "self.monObjetVisu.Visualise()" > grillessexc.simul

diff --git a/src/TestsEltsVisu/Grilles/grille.comm b/src/TestsEltsVisu/Grilles/grille.comm
new file mode 100644 (file)
index 0000000..e174a20
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/grille.comm
@@ -0,0 +1,19 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='GRILLE_MEMBRANE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    GRILLE=_F(GROUP_MA='element2D',
+                              SECTION=33.0,
+                              EXCENTREMENT=0.5,),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Grilles/grille.simul b/src/TestsEltsVisu/Grilles/grille.simul
new file mode 100644 (file)
index 0000000..b72f4bb
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/grille.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuGrille( element2D , 0 , 0.5 , 0   0 , , 0 , 0 , 0 , 0 , 0 , 0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Grilles/grilleanglerep.comm b/src/TestsEltsVisu/Grilles/grilleanglerep.comm
new file mode 100644 (file)
index 0000000..06a0c34
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/grilleanglerep.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='GRILLE_MEMBRANE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    GRILLE=_F(GROUP_MA='element2D',
+                              SECTION=33.0,
+                              ANGL_REP=(45.0,45.0,),
+                              EXCENTREMENT=0.5,),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Grilles/grilleanglerep.simul b/src/TestsEltsVisu/Grilles/grilleanglerep.simul
new file mode 100644 (file)
index 0000000..60db9ef
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/grilleanglerep.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuGrille( element2D , 0 , 0.5 , 45.0   45.0 , , 0 , 0 , 0 , 0 , 0 , 0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Grilles/grilleanglerepssexc.comm b/src/TestsEltsVisu/Grilles/grilleanglerepssexc.comm
new file mode 100644 (file)
index 0000000..c4fc8e5
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/grilleanglerepssexc.comm
@@ -0,0 +1,19 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='GRILLE_MEMBRANE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    GRILLE=_F(GROUP_MA='element2D',
+                              SECTION=33.0,
+                              ANGL_REP=(45.0,45.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Grilles/grilleanglerepssexc.simul b/src/TestsEltsVisu/Grilles/grilleanglerepssexc.simul
new file mode 100644 (file)
index 0000000..0e59147
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/grilleanglerepssexc.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuGrille( element2D , 0 , 0 , 45.0   45.0 , , 0 , 0 , 0 , 0 , 0 , 0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Grilles/grilleaxe.comm b/src/TestsEltsVisu/Grilles/grilleaxe.comm
new file mode 100644 (file)
index 0000000..11582ca
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/grilleaxe.comm
@@ -0,0 +1,21 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='GRILLE_MEMBRANE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    GRILLE=_F(GROUP_MA='element2D',
+                              SECTION=33.0,
+                              EXCENTREMENT=0.5,
+                              ORIG_AXE=(2.0,3.0,4.0,),
+                              AXE=(1.0,2.0,3.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Grilles/grilleaxe.simul b/src/TestsEltsVisu/Grilles/grilleaxe.simul
new file mode 100644 (file)
index 0000000..3e2ccf1
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/grilleaxe.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuGrille( element2D , 0 , 0.5 , 0   0 , , 2.0 , 3.0 , 4.0 , 1.0 , 2.0 , 3.0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Grilles/grilleaxessexc.comm b/src/TestsEltsVisu/Grilles/grilleaxessexc.comm
new file mode 100644 (file)
index 0000000..11582ca
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/grilleaxessexc.comm
@@ -0,0 +1,21 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='GRILLE_MEMBRANE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    GRILLE=_F(GROUP_MA='element2D',
+                              SECTION=33.0,
+                              EXCENTREMENT=0.5,
+                              ORIG_AXE=(2.0,3.0,4.0,),
+                              AXE=(1.0,2.0,3.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Grilles/grilleaxessexc.simul b/src/TestsEltsVisu/Grilles/grilleaxessexc.simul
new file mode 100644 (file)
index 0000000..3e2ccf1
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/grilleaxessexc.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuGrille( element2D , 0 , 0.5 , 0   0 , , 2.0 , 3.0 , 4.0 , 1.0 , 2.0 , 3.0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Grilles/grillessexc.comm b/src/TestsEltsVisu/Grilles/grillessexc.comm
new file mode 100644 (file)
index 0000000..4bcde2f
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/grillessexc.comm
@@ -0,0 +1,18 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='GRILLE_MEMBRANE',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    GRILLE=_F(GROUP_MA='element2D',
+                              SECTION=33.0,),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Grilles/grillessexc.simul b/src/TestsEltsVisu/Grilles/grillessexc.simul
new file mode 100644 (file)
index 0000000..211016c
--- /dev/null
+++ b/src/TestsEltsVisu/Grilles/grillessexc.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuGrille( element2D , 0 , 0 , 0   0 , , 0 , 0 , 0 , 0 , 0 , 0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/ListeTestsEltsStru.doc b/src/TestsEltsVisu/ListeTestsEltsStru.doc
new file mode 100644 (file)
index 0000000..27cebce
Binary files /dev/null and b/src/TestsEltsVisu/ListeTestsEltsStru.doc differ

diff --git a/src/TestsEltsVisu/Nicolas/a b/src/TestsEltsVisu/Nicolas/a
new file mode 100644 (file)
index 0000000..47cb560
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/a
@@ -0,0 +1,9 @@
+echo "self.monObjetVisu.Visualise()" > forma01b.simul
+echo "self.monObjetVisu.Visualise()" > forma06a.simul
+echo "self.monObjetVisu.Visualise()" > forma11d.simul
+echo "self.monObjetVisu.Visualise()" > forma12c.simul
+echo "self.monObjetVisu.Visualise()" > sdll130b.simul
+echo "self.monObjetVisu.Visualise()" > ssls109c.simul
+echo "self.monObjetVisu.Visualise()" > ssnl114a.simul
+echo "self.monObjetVisu.Visualise()" > ssnl116a.simul
+echo "self.monObjetVisu.Visualise()" > ssnl132a.simul

diff --git a/src/TestsEltsVisu/Nicolas/forma01b.comm b/src/TestsEltsVisu/Nicolas/forma01b.comm
new file mode 100755 (executable)
index 0000000..ba49a51
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/forma01b.comm
@@ -0,0 +1,305 @@
+# MODIF  DATE 06/07/2004   AUTEUR CIBHHLV L.VIVAN 
+# RESPONSABLE JMBHH01 J.M.PROIX
+#
+#
+DEBUT(CODE=_F(NOM='FORMA01B',
+              NIV_PUB_WEB='INTERNET',),);
+# TITRE TRAVAUX PRATIQUES FORMATION DE BASE 
+#            CONFIGURATION MANAGEMENT OF EDF VERSION
+# ======================================================================
+# COPYRIGHT (C) 1991 - 2001  EDF R&D                  WWW.CODE-ASTER.ORG
+# THIS PROGRAM IS FREE SOFTWARE; YOU CAN REDISTRIBUTE IT AND/OR MODIFY
+# IT UNDER THE TERMS OF THE GNU GENERAL PUBLIC LICENSE AS PUBLISHED BY
+# THE FREE SOFTWARE FOUNDATION; EITHER VERSION 2 OF THE LICENSE, OR   
+# (AT YOUR OPTION) ANY LATER VERSION.                                 
+#
+# THIS PROGRAM IS DISTRIBUTED IN THE HOPE THAT IT WILL BE USEFUL, BUT 
+# WITHOUT ANY WARRANTY; WITHOUT EVEN THE IMPLIED WARRANTY OF          
+# MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SEE THE GNU    
+# GENERAL PUBLIC LICENSE FOR MORE DETAILS.                            
+#
+# YOU SHOULD HAVE RECEIVED A COPY OF THE GNU GENERAL PUBLIC LICENSE   
+# ALONG WITH THIS PROGRAM; IF NOT, WRITE TO EDF R&D CODE_ASTER,       
+#    1 AVENUE DU GENERAL DE GAULLE, 92141 CLAMART CEDEX, FRANCE.      
+# ======================================================================
+#        TUYAUTERIE COMPORTANT UN COUDE
+#     MODELISATION PAR DES ELEMENTS COQUES DKT
+#     ----------------------------------------
+#
+#
+#
+#
+
+
+PRE_GIBI();
+
+MAIL=LIRE_MAILLAGE();
+#
+# DEFINITION DES ELEMENTS FINIS UTILISES
+#
+#
+#
+#
+
+
+MODMECA=AFFE_MODELE(MAILLAGE=MAIL,
+                    AFFE=_F(GROUP_MA=('TUYAU','EFOND',),
+                            PHENOMENE='MECANIQUE',
+                            MODELISATION='DKT',),);
+# ORIENTATION DES NORMALES AUX COQUES RENTRANTES DANS LE TUYAU
+#
+#
+#
+
+
+MAIL=MODI_MAILLAGE(reuse =MAIL,
+                   MAILLAGE=MAIL,
+                   ORIE_NORM_COQUE=_F(GROUP_MA='TUYAU',
+                                      VECT_NORM=(1.0,0.0,0.0,),
+                                      GROUP_NO='A1',),
+                   MODELE=MODMECA,);
+# DEFINITION DU MATERIAU UTILISE
+#
+#
+#
+#
+
+
+ACIER=DEFI_MATERIAU(ELAS=_F(E=204000000000.0,
+                            NU=0.3,),);
+
+CHMAT=AFFE_MATERIAU(MAILLAGE=MAIL,
+                    AFFE=_F(TOUT='OUI',
+                            MATER=ACIER,),);
+#
+# CARACTERISTIQUES DES COQUES
+#
+#
+#
+#
+
+
+CARA_COQ=AFFE_CARA_ELEM(MODELE=MODMECA,
+                        COQUE=_F(GROUP_MA=('TUYAU','EFOND',),
+                                 EPAIS=0.02,
+                                 ANGL_REP=(0.0,-90.0,),),);
+#
+# DEFINITION DES CONDITIONS AUX LIMITES
+#    ENCASTREMENT SUR LA SECTION ENCAST
+#
+#
+#
+#
+
+
+BLOQUAGE=AFFE_CHAR_MECA(MODELE=MODMECA,
+                        DDL_IMPO=(_F(GROUP_MA='ENCAST',
+                                     DX=0.0,
+                                     DY=0.0,
+                                     DZ=0.0,
+                                     DRX=0.0,
+                                     DRY=0.0,
+                                     DRZ=0.0,),
+                                  _F(GROUP_MA='SYMETRIE',
+                                     DZ=0.0,
+                                     DRX=0.0,
+                                     DRY=0.0,),),);
+#
+# DEFINITION DES CHARGEMENTS
+#    CHARGEMENT 1 : FY=100KN (FX,FZ,MX,MY,MZ NULS)
+#    CHARGEMENT 2 : PRESSION INTERNE DE 15 MPA 
+#
+#
+#
+#
+
+FYTOT = 100000.0;
+
+EPTUB = 0.02;
+
+REXT = 0.2;
+
+
+RMOY=REXT-(EPTUB/2)
+
+FYREP=FYTOT/2./pi/RMOY
+
+RINT=RMOY-(EPTUB/2)
+
+SINT=pi*(RINT*RINT)
+#
+# 2*PI*R*FY = 100 KN
+#
+#
+#
+#
+
+
+CHARG1=AFFE_CHAR_MECA(MODELE=MODMECA,
+                      FORCE_ARETE=_F(GROUP_MA='EFOND',
+                                     FY=FYREP,),);
+#
+# 2*PI*R*FX = PINT * SINT ;
+#
+#
+#
+
+PINT = 15000000.0;
+
+
+PRES=PINT*RINT/RMOY
+
+CHARG2=AFFE_CHAR_MECA(MODELE=MODMECA,
+                      FORCE_COQUE=_F(GROUP_MA='TUYAU',
+                                     PRES=PRES,),);
+
+RESU1=MECA_STATIQUE(MODELE=MODMECA,
+                    CHAM_MATER=CHMAT,
+                    CARA_ELEM=CARA_COQ,
+                    EXCIT=(_F(CHARGE=BLOQUAGE,),
+                           _F(CHARGE=CHARG1,),),);
+
+RESU1=CALC_ELEM(reuse =RESU1,
+                OPTION=('SIGM_ELNO_DEPL','EQUI_ELNO_SIGM',),
+                RESULTAT=RESU1,
+                NIVE_COUCHE='SUP',);
+
+RESU2=MECA_STATIQUE(MODELE=MODMECA,
+                    CHAM_MATER=CHMAT,
+                    CARA_ELEM=CARA_COQ,
+                    EXCIT=(_F(CHARGE=BLOQUAGE,),
+                           _F(CHARGE=CHARG2,),),);
+
+RESU2=CALC_ELEM(reuse =RESU2,
+                OPTION='SIGM_ELNO_DEPL',
+                RESULTAT=RESU2,
+                NIVE_COUCHE='SUP',);
+
+RESU2=CALC_ELEM(reuse =RESU2,
+                OPTION='EQUI_ELNO_SIGM',
+                RESULTAT=RESU2,);
+
+IMPR_RESU(MODELE=MODMECA,
+          RESU=(_F(RESULTAT=RESU1,
+                   NOM_CHAM='DEPL',
+                   GROUP_MA='EFOND',),
+                _F(RESULTAT=RESU2,
+                   NOM_CHAM='DEPL',
+                   GROUP_MA='EFOND',),),);
+
+IMPR_RESU(MODELE=MODMECA,FORMAT='CASTEM',
+          RESU=(_F(MAILLAGE=MAIL,),
+                _F(RESULTAT=RESU1,
+                   NOM_CHAM=('DEPL','SIGM_ELNO_DEPL','EQUI_ELNO_SIGM',),),
+                _F(RESULTAT=RESU2,
+                   NOM_CHAM=('DEPL','SIGM_ELNO_DEPL','EQUI_ELNO_SIGM',),),),);
+
+MAIL=DEFI_GROUP(reuse =MAIL,
+                MAILLAGE=MAIL,
+                CREA_GROUP_NO=(_F(GROUP_MA='EFOND',),
+                               _F(OPTION='PLAN',
+                                  NOM='PEXT',
+                                  POINT=(3.6,3.6,0.0,),
+                                  VECT_NORMALE=(0.0,1.0,0.0,),
+                                  PRECISION=0.001,),
+                               _F(INTERSEC=('EFOND','PEXT',),
+                                  NOM='PB',),),);
+
+TABDEP1=POST_RELEVE_T(ACTION=_F(INTITULE='DEPB1',
+                                GROUP_NO='PB',
+                                RESULTAT=RESU1,
+                                NOM_CHAM='DEPL',
+                                TOUT_CMP='OUI',
+                                OPERATION='EXTRACTION',),);
+
+TABDEP2=POST_RELEVE_T(ACTION=_F(INTITULE='DEPB2',
+                                GROUP_NO='PB',
+                                RESULTAT=RESU2,
+                                NOM_CHAM='DEPL',
+                                TOUT_CMP='OUI',
+                                OPERATION='EXTRACTION',),);
+
+IMPR_TABLE(TABLE=TABDEP1,);
+
+IMPR_TABLE(TABLE=TABDEP2,);
+
+TEST_TABLE(TABLE=TABDEP1,
+           NOM_PARA='DX',
+           VALE=-0.02901,
+           PRECISION=0.0001,
+           REFERENCE='NON_REGRESSION',
+           VERSION='6.3.20',);
+
+TEST_TABLE(TABLE=TABDEP1,
+           NOM_PARA='DY',
+           VALE=0.1060178,
+           PRECISION=0.0001,
+           REFERENCE='NON_REGRESSION',
+           VERSION='6.3.20',);
+
+TEST_TABLE(TABLE=TABDEP1,
+           NOM_PARA='DRZ',
+           VALE=0.032629,
+           PRECISION=0.0001,
+           REFERENCE='NON_REGRESSION',
+           VERSION='6.3.20',);
+
+TEST_TABLE(TABLE=TABDEP2,
+           NOM_PARA='DX',
+           VALE=-0.290284,
+           PRECISION=0.0001,
+           REFERENCE='NON_REGRESSION',
+           VERSION='6.3.20',);
+
+TEST_TABLE(TABLE=TABDEP2,
+           NOM_PARA='DY',
+           VALE=0.4687,
+           PRECISION=0.0001,
+           REFERENCE='NON_REGRESSION',
+           VERSION='6.3.20',);
+
+TEST_TABLE(TABLE=TABDEP2,
+           NOM_PARA='DRZ',
+           VALE=0.13034,
+           PRECISION=0.0001,
+           REFERENCE='NON_REGRESSION',
+           VERSION='6.3.20',);
+
+RESU1=CALC_NO(reuse =RESU1,
+              RESULTAT=RESU1,
+              OPTION='FORC_NODA');
+
+MAIL=DEFI_GROUP(reuse =MAIL,
+                MAILLAGE=MAIL,
+                CREA_GROUP_NO=_F(GROUP_MA='ENCAST',),);
+
+REAC=POST_RELEVE_T(ACTION=_F(INTITULE='REAC',
+                             GROUP_NO='ENCAST',
+                             RESULTAT=RESU1,
+                             NOM_CHAM='FORC_NODA',
+                             RESULTANTE=('DX','DY','DZ',),
+                             MOMENT=('DRX','DRY','DRZ',),
+                             POINT=(0.0,0.0,0.0,),
+                             OPERATION='EXTRACTION',),);
+
+FAPP=POST_RELEVE_T(ACTION=_F(INTITULE='REAC',
+                             GROUP_NO='EFOND',
+                             RESULTAT=RESU1,
+                             NOM_CHAM='FORC_NODA',
+                             RESULTANTE=('DX','DY','DZ',),
+                             MOMENT=('DRX','DRY','DRZ',),
+                             POINT=(3.6,3.6,0.0,),
+                             OPERATION='EXTRACTION',),);
+
+IMPR_TABLE(TABLE=REAC,);
+
+IMPR_TABLE(TABLE=FAPP,);
+
+FIN();
+#
+#
+#
+#
+#
+#
+

diff --git a/src/TestsEltsVisu/Nicolas/forma01b.simul b/src/TestsEltsVisu/Nicolas/forma01b.simul
new file mode 100644 (file)
index 0000000..bfb9b84
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/forma01b.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+elf.monObjetVisu.VisuCoque("TUYAU , EFOND ", 0.02 , 0 , 0.0   -90.0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Nicolas/forma06a.comm b/src/TestsEltsVisu/Nicolas/forma06a.comm
new file mode 100755 (executable)
index 0000000..1abc770
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/forma06a.comm
@@ -0,0 +1,94 @@
+# MODIF  DATE 05/10/2004   AUTEUR CIBHHLV L.VIVAN 
+# RESPONSABLE PABHHHH N.TARDIEU
+
+# TITRE ENONCE TP POUTRE FORMATION POST TRAITEMENT
+#            CONFIGURATION MANAGEMENT OF EDF VERSION
+# ======================================================================
+# COPYRIGHT (C) 1991 - 2002  EDF R&D                  WWW.CODE-ASTER.ORG
+# THIS PROGRAM IS FREE SOFTWARE; YOU CAN REDISTRIBUTE IT AND/OR MODIFY  
+# IT UNDER THE TERMS OF THE GNU GENERAL PUBLIC LICENSE AS PUBLISHED BY  
+# THE FREE SOFTWARE FOUNDATION; EITHER VERSION 2 OF THE LICENSE, OR     
+# (AT YOUR OPTION) ANY LATER VERSION.                                                    
+#                                                                       
+# THIS PROGRAM IS DISTRIBUTED IN THE HOPE THAT IT WILL BE USEFUL, BUT   
+# WITHOUT ANY WARRANTY; WITHOUT EVEN THE IMPLIED WARRANTY OF            
+# MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SEE THE GNU      
+# GENERAL PUBLIC LICENSE FOR MORE DETAILS.                              
+#                                                                       
+# YOU SHOULD HAVE RECEIVED A COPY OF THE GNU GENERAL PUBLIC LICENSE     
+# ALONG WITH THIS PROGRAM; IF NOT, WRITE TO EDF R&D CODE_ASTER,         
+#    1 AVENUE DU GENERAL DE GAULLE, 92141 CLAMART CEDEX, FRANCE.        
+# ======================================================================
+
+DEBUT(CODE=_F( NOM = 'FORMA06A',NIV_PUB_WEB='INTERNET'));
+
+PRE_GIBI();
+
+MA=LIRE_MAILLAGE();
+
+MO1=AFFE_MODELE(MAILLAGE=MA,
+                AFFE=_F(TOUT='OUI',
+                        PHENOMENE='MECANIQUE',
+                        MODELISATION='POU_D_T',),);
+
+ACIER=DEFI_MATERIAU(ELAS=_F(E=2.E11,
+                            NU=0.0,
+                            RHO=0.0,
+                            ALPHA=0.0,),);
+
+CHMAT=AFFE_MATERIAU(MAILLAGE=MA,
+                    AFFE=_F(TOUT='OUI',
+                            MATER=ACIER,),);
+
+CAREL1=AFFE_CARA_ELEM(MODELE=MO1,
+                      POUTRE=(_F(GROUP_MA='AB',
+                                 SECTION='RECTANGLE',
+                                 CARA='H',
+                                 VALE=1.E-2,),
+                              _F(GROUP_MA=('CA','GA','DG',),
+                                 SECTION='RECTANGLE',
+                                 CARA='H',
+                                 VALE=1.E-2,),
+                              _F(GROUP_MA='AE',
+                                 SECTION='RECTANGLE', VARI_SECT = 'HOMOTHETIQUE',
+                                 CARA=('H1','H2',),
+                                 VALE=(0.01,0.01,),),),);
+
+CH111=AFFE_CHAR_MECA(MODELE=MO1,
+                     DDL_IMPO=(_F(TOUT='OUI',
+                                  DZ=0.0,
+                                  DRX=0.0,
+                                  DRY=0.0,),
+                               _F(GROUP_NO=('DD','BB','EE',),
+                                  DX=0.0,
+                                  DY=0.0,
+                                  DRZ=0.0,),
+                               _F(GROUP_NO='CC',
+                                  DX=0.0,
+                                  DY=0.0,),),);
+
+CH121=AFFE_CHAR_MECA(MODELE=MO1,
+                     FORCE_NODALE=_F(GROUP_NO='GG',
+                                     FY=-1.0666666666659999E4,),
+                     FORCE_POUTRE=_F(GROUP_MA='AB',
+                                     FY=-1000.0,),);
+
+MEST11=MECA_STATIQUE(MODELE=MO1,
+                     CHAM_MATER=CHMAT,
+                     CARA_ELEM=CAREL1,
+                     EXCIT=(_F(CHARGE=CH111,),
+                            _F(CHARGE=CH121,),),);
+
+
+IMPR_RESU(MODELE=MO1,FORMAT='RESULTAT',
+          RESU=_F(RESULTAT =MEST11));
+
+
+TEST_RESU(RESU=(_F(RESULTAT=MEST11,
+                   INST=0.0,
+                   NOM_CHAM='DEPL',
+                   NOM_CMP='DRZ',
+                   GROUP_NO='GG',REFERENCE='NON_REGRESSION',
+                   VALE=-3.32217E-04)));
+
+FIN();

diff --git a/src/TestsEltsVisu/Nicolas/forma06a.simul b/src/TestsEltsVisu/Nicolas/forma06a.simul
new file mode 100644 (file)
index 0000000..dbc9182
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/forma06a.simul
@@ -0,0 +1,5 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreRectangle( AB  ,  PLEIN  ,  CONSTANT  ,  0.01  ,  0.01  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,0  )
+self.monObjetVisu.VisuPoutreRectangle( CA , GA , DG  ,  PLEIN  ,  CONSTANT  ,  0.01  ,  0.01  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0 ,  0  ,  0  )
+self.monObjetVisu.VisuPoutreRectangle( AE  ,  PLEIN  ,  HOMOTHETIQUE  ,  0.01  ,  0.01  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0 ,  0  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Nicolas/forma11d.comm b/src/TestsEltsVisu/Nicolas/forma11d.comm
new file mode 100755 (executable)
index 0000000..0c7a369
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/forma11d.comm
@@ -0,0 +1,182 @@
+# MODIF  DATE 13/02/2006   AUTEUR DURAND C.DURAND 
+# TITRE TP ANALYSE MODALE TPAM4
+#            CONFIGURATION MANAGEMENT OF EDF VERSION
+# ======================================================================
+# COPYRIGHT (C) 1991 - 2004  EDF R&D                  WWW.CODE-ASTER.ORG
+# THIS PROGRAM IS FREE SOFTWARE; YOU CAN REDISTRIBUTE IT AND/OR MODIFY  
+# IT UNDER THE TERMS OF THE GNU GENERAL PUBLIC LICENSE AS PUBLISHED BY  
+# THE FREE SOFTWARE FOUNDATION; EITHER VERSION 2 OF THE LICENSE, OR     
+# (AT YOUR OPTION) ANY LATER VERSION.                                                    
+#                                                                       
+# THIS PROGRAM IS DISTRIBUTED IN THE HOPE THAT IT WILL BE USEFUL, BUT   
+# WITHOUT ANY WARRANTY; WITHOUT EVEN THE IMPLIED WARRANTY OF            
+# MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SEE THE GNU      
+# GENERAL PUBLIC LICENSE FOR MORE DETAILS.                              
+#                                                                       
+# YOU SHOULD HAVE RECEIVED A COPY OF THE GNU GENERAL PUBLIC LICENSE     
+# ALONG WITH THIS PROGRAM; IF NOT, WRITE TO EDF R&D CODE_ASTER,         
+#    1 AVENUE DU GENERAL DE GAULLE, 92141 CLAMART CEDEX, FRANCE.        
+# ======================================================================
+# RESPONSABLE BOYERE E.BOYERE
+#-------------------------------------------------------------------
+#                 CORRIGE TP ANALYSE MODAL N4 
+#                            MODE_ITER_INV
+#
+#-------------------------------------------------------------------
+#directory = "/home/xxx/ASTER/TP_MODAL/TPAM4/"
+
+#-------------------------------------------------------------------
+#                       CALCUL ASTER
+#-------------------------------------------------------------------
+DEBUT(CODE=_F(NOM ='FORMA11D',NIV_PUB_WEB='INTERNET'))
+
+# LECTURE MAILLAGE ET AFFECTATION MATERIAU/MODELE
+MAYA=LIRE_MAILLAGE();
+MODL=AFFE_MODELE(MAILLAGE=MAYA,
+                 AFFE=(_F(GROUP_MA='MANCHONS',
+                          PHENOMENE='MECANIQUE',
+                          MODELISATION='POU_D_T',),
+                       _F(GROUP_MA='CUVE_TUB',
+                          PHENOMENE='MECANIQUE',
+                          MODELISATION='DKT',),
+                       _F(GROUP_MA='SUPGUID',
+                          PHENOMENE='MECANIQUE',
+                          MODELISATION='DKT',),
+                       _F(GROUP_MA='RENF_SUP',
+                          PHENOMENE='MECANIQUE',
+                          MODELISATION='DKT',),),);
+Z = 0.0;
+IMANCH=(2.6876E-04/64);
+JMANCH=(2.6876E-04/32);
+SMANCH=(2.8098E-01/64);
+
+ACIER=DEFI_MATERIAU(ELAS=_F(E=2.10000000000E11,
+                            NU=0.29999999999999999,
+                            RHO=7850.0,),);
+MANCHON=DEFI_MATERIAU(ELAS=_F(E=3.15000000000E11,
+                              NU=0.29999999999999999,
+                              RHO=7850.0,),);
+CHMAT=AFFE_MATERIAU(MAILLAGE=MAYA,
+                    AFFE=(_F(GROUP_MA='CUVE_TUB',
+                             MATER=ACIER,),
+                          _F(GROUP_MA='SUPGUID',
+                             MATER=ACIER,),
+                          _F(GROUP_MA='RENF_SUP',
+                             MATER=ACIER,),
+                          _F(GROUP_MA='MANCHONS',
+                             MATER=MANCHON,),),);
+PARAM=AFFE_CARA_ELEM(MODELE=MODL,
+                     POUTRE=_F(GROUP_MA='MANCHONS',
+                               SECTION='GENERALE',
+                               CARA=('A','IZ','IY','JX','AY','AZ',),
+                               VALE=(SMANCH,IMANCH,IMANCH,JMANCH,Z,Z,),),
+                     COQUE=(_F(GROUP_MA='CUVE_128',
+                               EPAIS=0.128,),
+                            _F(GROUP_MA='CUVE_060',
+                               EPAIS=0.059999999999999998,),
+                            _F(GROUP_MA='CUVE_200',
+                               EPAIS=0.20000000000000001,),
+                            _F(GROUP_MA='CUVE_230',
+                               EPAIS=0.23000000000000001,),
+                            _F(GROUP_MA='CUVE_450',
+                               EPAIS=0.45000000000000001,),
+                            _F(GROUP_MA='CUVE_160',
+                               EPAIS=0.16,),
+                            _F(GROUP_MA='CUVE_252',
+                               EPAIS=0.252,),
+                            _F(GROUP_MA='CUVE_264',
+                               EPAIS=0.26400000000000001,),
+                            _F(GROUP_MA='CUVE_166',
+                               EPAIS=0.16600000000000001,),
+                            _F(GROUP_MA='CUVE_170',
+                               EPAIS=0.17000000000000001,),
+                            _F(GROUP_MA='CUVE_81',
+                               EPAIS=0.081000000000000003,),
+                            _F(GROUP_MA='CUVE_77',
+                               EPAIS=0.076999999999999999,),
+                            _F(GROUP_MA='SUPGUID',
+                               EPAIS=0.1143,),
+                            _F(GROUP_MA='RENF_SUP',
+                               EPAIS=0.042999999999999997,),),);
+
+# AFFECTATION CL
+CONDLIM=AFFE_CHAR_MECA(MODELE=MODL,
+                       DDL_IMPO=(_F(GROUP_NO='SUPP_CUV',
+                                    DX=0.0,
+                                    DY=0.0,
+                                    DZ=0.0,
+                                    DRX=0.0,
+                                    DRY=0.0,
+                                    DRZ=0.0,),
+                                 _F(GROUP_NO='ENCASS1',
+                                    DX=0.0,
+                                    DY=0.0,
+                                    DZ=0.0,
+                                    DRX=0.0,
+                                    DRY=0.0,
+                                    DRZ=0.0,),),);
+
+# CALCULS DES MATRICES DE MASSE ET DE RIGIDITE
+K_ELEM1=CALC_MATR_ELEM(OPTION='RIGI_MECA',
+                       MODELE=MODL,
+                       CHAM_MATER=CHMAT,
+                       CARA_ELEM=PARAM,
+                       CHARGE=CONDLIM,);
+M_ELEM1=CALC_MATR_ELEM(OPTION='MASS_MECA',
+                       MODELE=MODL,
+                       CHAM_MATER=CHMAT,
+                       CARA_ELEM=PARAM,
+                       CHARGE=CONDLIM,);
+NUM1=NUME_DDL(MATR_RIGI=K_ELEM1,);
+K_ASSE1=ASSE_MATRICE(MATR_ELEM=K_ELEM1,
+                     NUME_DDL=NUM1,);
+M_ASSE1=ASSE_MATRICE(MATR_ELEM=M_ELEM1,
+                     NUME_DDL=NUM1,);
+
+#--------------------------------------------------------------------
+# ANALYSE MODALE
+# QUESTION 1 : CALCUL BANDE PAR SORENSEN VIA MODE_ITER_SIMULT
+
+
+MODES=MODE_ITER_SIMULT(MATR_A=K_ASSE1,
+                       MATR_B=M_ASSE1,
+                       CALC_FREQ=_F(OPTION='BANDE',
+                                    FREQ=(1.0,117.0,),),);
+
+# TEST_RESU UNIQUEMENT POUR FAIRE CAS TEST
+TEST_RESU(RESU=(_F(RESULTAT=MODES,
+                   NUME_ORDRE=1,
+                   PARA='FREQ',
+                   VALE=46.7756,
+                   PRECISION=1e-05,
+                   REFERENCE='NON_REGRESSION',
+                   VERSION='7.3.11',)))
+
+IMPR_RESU(RESU=_F(RESULTAT=MODES,
+                  TOUT_CHAM='NON',
+                  TOUT_PARA='OUI',),);
+
+# IMPRESSION FORMAT CASTEM DES MODES PROPRES
+IMPR_RESU(FORMAT='CASTEM',UNITE=55,
+          RESU=_F(
+                  MAILLAGE=MAYA,
+                  RESULTAT=MODES,),);
+
+# AFFICHAGE GIBI INTERACTIF VIA PYTHON
+#os.system('cp %spost.dcas .' %directory)
+#os.system('/logiciels/aster/outils/gibi2000.x post.dcas')   
+
+# FIN DE LA QUESTION 1.
+#FIN();
+
+# QUESTION 2: CALCUL OPTION PROCHE VIA MODE_ITER_INV 
+
+MODEINV=MODE_ITER_INV(MATR_A=K_ASSE1,
+                      MATR_B=M_ASSE1,
+                      CALC_FREQ=_F(OPTION='PROCHE',
+                                   FREQ=106.0,),);
+IMPR_RESU(RESU=_F(RESULTAT=MODEINV,
+                  TOUT_CHAM='NON',
+                  TOUT_PARA='OUI',),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Nicolas/forma11d.simul b/src/TestsEltsVisu/Nicolas/forma11d.simul
new file mode 100644 (file)
index 0000000..0585231
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/forma11d.simul
@@ -0,0 +1,17 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreGenerale( MANCHONS )
+self.monObjetVisu.VisuCoque( CUVE_128 , 0.128 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( CUVE_060 , 0.06 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( CUVE_200 , 0.2 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( CUVE_230 , 0.23 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( CUVE_450 , 0.45 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( CUVE_160 , 0.16 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( CUVE_252 , 0.252 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( CUVE_264 , 0.264 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( CUVE_166 , 0.166 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( CUVE_170 , 0.17 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( CUVE_81 , 0.081 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( CUVE_77 , 0.077 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( SUPGUID , 0.1143 , 0 , 0   0 )
+self.monObjetVisu.VisuCoque( RENF_SUP , 0.043 , 0 , 0   0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Nicolas/forma12c.22 b/src/TestsEltsVisu/Nicolas/forma12c.22
new file mode 100644 (file)
index 0000000..1452b8f
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/forma12c.22
@@ -0,0 +1,5616 @@
+ACCELH1=DEFI_FONCTION(NOM_PARA='INST',
+                      VALE=
+ (
+ 0.0 , 0.0 ,
+ 5.000000000000000E-03 , 1.384945820672120E-02 ,
+ 1.000000000000000E-02 , 1.382919843991470E-02 ,
+ 1.500000000000000E-02 , 1.382973754982250E-02 ,
+ 2.000000000000000E-02 , 1.383338152282280E-02 ,
+ 2.500000000000000E-02 , 1.393648950771420E-02 ,
+ 3.000000000000000E-02 , 1.434779984741860E-02 ,
+ 3.500000000000000E-02 , 1.512950713231800E-02 ,
+ 4.000000000000000E-02 , 1.614535272002630E-02 ,
+ 4.500000000000000E-02 , 1.731995083544010E-02 ,
+ 5.000000000000000E-02 , 1.859624623558040E-02 ,
+ 5.500000000000000E-02 , 1.953967672923960E-02 ,
+ 6.000000000000000E-02 , 1.941781110418540E-02 ,
+ 6.500000000000000E-02 , 1.786343830924350E-02 ,
+ 7.000000000000001E-02 , 1.516191250319950E-02 ,
+ 7.500000000000000E-02 , 1.188464893531830E-02 ,
+ 8.000000000000000E-02 , 8.604671706807470E-03 ,
+ 8.500000000000001E-02 , 5.843238016204390E-03 ,
+ 9.000000000000000E-02 , 3.844393537029640E-03 ,
+ 9.500000000000000E-02 , 2.578831760615030E-03 ,
+ 0.1 , 2.285337760842440E-03 ,
+ 0.105 , 3.429647164261850E-03 ,
+ 0.11 , 5.693975593542530E-03 ,
+ 0.115 , 8.059677068797949E-03 ,
+ 0.12 , 1.074690536157120E-02 ,
+ 0.125 , 1.570430547663250E-02 ,
+ 0.13 , 2.370085802024690E-02 ,
+ 0.135 , 3.228248728765840E-02 ,
+ 0.14 , 3.854420890726100E-02 ,
+ 0.145 , 4.255105840524570E-02 ,
+ 0.15 , 4.542487497977820E-02 ,
+ 0.155 , 4.522394778102340E-02 ,
+ 0.16 , 3.829095514459380E-02 ,
+ 0.165 , 2.483633029107950E-02 ,
+ 0.17 , 9.962011825963081E-03 ,
+ 0.175 , -1.690338763720670E-03 ,
+ 0.18 , -9.628765294085771E-03 ,
+ 0.185 , -1.491533457160890E-02 ,
+ 0.19 , -1.675574249783150E-02 ,
+ 0.195 , -1.397302390604700E-02 ,
+ 0.2 , -8.394257392452909E-03 ,
+ 0.205 , -4.066198655663860E-03 ,
+ 0.21 , -2.824511823738000E-03 ,
+ 0.215 , -2.617183840945080E-03 ,
+ 0.22 , -1.417346427510000E-03 ,
+ 0.225 , -1.143002215953450E-03 ,
+ 0.23 , -5.114862179520550E-03 ,
+ 0.235 , -1.257393226409120E-02 ,
+ 0.24 , -2.009825306788950E-02 ,
+ 0.245 , -2.922606396367100E-02 ,
+ 0.25 , -4.681398923377460E-02 ,
+ 0.255 , -7.440515051138789E-02 ,
+ 0.26 , -0.10334790104033 ,
+ 0.265 , -0.12586697159281 ,
+ 0.27 , -0.14387794464775 ,
+ 0.275 , -0.15814759425273 ,
+ 0.28 , -0.15645166862504 ,
+ 0.285 , -0.12686021613717 ,
+ 0.29 , -7.870738657620450E-02 ,
+ 0.295 , -3.337529798013800E-02 ,
+ 0.3 , 4.960493246599410E-03 ,
+ 0.305 , 5.045559596258160E-02 ,
+ 0.31 , 0.105226085321393 ,
+ 0.315 , 0.149377859842677 ,
+ 0.32 , 0.169404090056596 ,
+ 0.325 , 0.175768658339062 ,
+ 0.33 , 0.179795570216475 ,
+ 0.335 , 0.172362231098084 ,
+ 0.34 , 0.14178782193451 ,
+ 0.345 , 9.600009720172401E-02 ,
+ 0.35 , 4.821844915823450E-02 ,
+ 0.355 , -4.337533256019430E-03 ,
+ 0.36 , -6.584719156367530E-02 ,
+ 0.365 , -0.11836425870338 ,
+ 0.37 , -0.13733576068719 ,
+ 0.375 , -0.12352979806305 ,
+ 0.38 , -9.647458189678811E-02 ,
+ 0.385 , -6.215705630868780E-02 ,
+ 0.39 , -1.230416228554950E-02 ,
+ 0.395 , 4.641921735700460E-02 ,
+ 0.4 , 8.859572962085120E-02 ,
+ 0.405 , 9.988862929152570E-02 ,
+ 0.41 , 9.014811266775360E-02 ,
+ 0.415 , 7.203047941527541E-02 ,
+ 0.42 , 4.502398610270280E-02 ,
+ 0.425 , 6.797639622722420E-03 ,
+ 0.43 , -3.515202910758360E-02 ,
+ 0.435 , -7.008994299356780E-02 ,
+ 0.44 , -9.184195885494270E-02 ,
+ 0.445 , -9.764578216442391E-02 ,
+ 0.45 , -8.980199943709211E-02 ,
+ 0.455 , -7.844678621890611E-02 ,
+ 0.46 , -7.092648374585479E-02 ,
+ 0.465 , -5.916134617989510E-02 ,
+ 0.47 , -2.956966177372460E-02 ,
+ 0.475 , 1.671374368998170E-02 ,
+ 0.48 , 6.681414337976969E-02 ,
+ 0.485 , 0.115921896874314 ,
+ 0.49 , 0.168522035427266 ,
+ 0.495 , 0.222448388891968 ,
+ 0.5 , 0.268501345352512 ,
+ 0.505 , 0.304492502191568 ,
+ 0.51 , 0.333201521434027 ,
+ 0.515 , 0.348912055073103 ,
+ 0.52 , 0.344336194210705 ,
+ 0.525 , 0.328357457992693 ,
+ 0.53 , 0.315639958020935 ,
+ 0.535 , 0.298753776631336 ,
+ 0.54 , 0.252828404979867 ,
+ 0.545 , 0.169993172714936 ,
+ 0.55 , 6.727059721322880E-02 ,
+ 0.555 , -4.209915010595060E-02 ,
+ 0.56 , -0.16027870746769 ,
+ 0.565 , -0.28051898189652 ,
+ 0.57 , -0.37473468426368 ,
+ 0.575 , -0.41761046311846 ,
+ 0.58 , -0.40704487960185 ,
+ 0.585 , -0.35317881167887 ,
+ 0.59 , -0.26473865427636 ,
+ 0.595 , -0.15439054042026 ,
+ 0.6 , -4.069603171914010E-02 ,
+ 0.605 , 6.408493301865420E-02 ,
+ 0.61 , 0.155029022019142 ,
+ 0.615 , 0.221244653075603 ,
+ 0.62 , 0.250448298949297 ,
+ 0.625 , 0.2498283906321 ,
+ 0.63 , 0.239493456134941 ,
+ 0.635 , 0.218886088833644 ,
+ 0.64 , 0.164337222785859 ,
+ 0.645 , 7.035013146739150E-02 ,
+ 0.65 , -3.065825126167990E-02 ,
+ 0.655 , -0.10313193025801 ,
+ 0.66 , -0.14127712726139 ,
+ 0.665 , -0.15425776005121 ,
+ 0.67 , -0.14167316851909 ,
+ 0.675 , -0.10137097186279 ,
+ 0.68 , -4.328536800004760E-02 ,
+ 0.685 , 2.048801937177380E-02 ,
+ 0.69 , 8.302000641121640E-02 ,
+ 0.695 , 0.129331142992423 ,
+ 0.7 , 0.139601455006784 ,
+ 0.705 , 0.121227983591054 ,
+ 0.71 , 0.113005236382458 ,
+ 0.715 , 0.1379818615802 ,
+ 0.72 , 0.176308826146499 ,
+ 0.725 , 0.205232483015008 ,
+ 0.73 , 0.236700670002903 ,
+ 0.735 , 0.28518726999873 ,
+ 0.74 , 0.325155532319882 ,
+ 0.745 , 0.319888795846513 ,
+ 0.75 , 0.275055725375209 ,
+ 0.755 , 0.223753796143942 ,
+ 0.76 , 0.172075077677344 ,
+ 0.765 , 0.102710116433296 ,
+ 0.77 , 2.458158105150330E-02 ,
+ 0.775 , -2.772090362464080E-02 ,
+ 0.78 , -4.579263759539020E-02 ,
+ 0.785 , -5.563702283874560E-02 ,
+ 0.79 , -6.754184615076410E-02 ,
+ 0.795 , -5.871706032442020E-02 ,
+ 0.8 , -1.692509300464670E-02 ,
+ 0.805 , 3.809918865159700E-02 ,
+ 0.81 , 9.363878798804159E-02 ,
+ 0.815 , 0.168712355371222 ,
+ 0.82 , 0.278043767236916 ,
+ 0.825 , 0.400260018759297 ,
+ 0.83 , 0.503549901131272 ,
+ 0.835 , 0.576593704222666 ,
+ 0.84 , 0.611464547720466 ,
+ 0.845 , 0.581774928421811 ,
+ 0.85 , 0.466685485187298 ,
+ 0.855 , 0.279469592461024 ,
+ 0.86 , 4.649599505060000E-02 ,
+ 0.865 , -0.22611474655397 ,
+ 0.87 , -0.53742100922433 ,
+ 0.875 , -0.85597468112981 ,
+ 0.88 , -1.12858445463436 ,
+ 0.885 , -1.31964097839003 ,
+ 0.89 , -1.41810357733099 ,
+ 0.895 , -1.4129005458435 ,
+ 0.9 , -1.29047173798494 ,
+ 0.905 , -1.05919909208997 ,
+ 0.91 , -0.75411881989804 ,
+ 0.915 , -0.41406737678731 ,
+ 0.92 , -7.194360976911091E-02 ,
+ 0.925 , 0.232932654611786 ,
+ 0.93 , 0.457448784206965 ,
+ 0.935 , 0.581369260987795 ,
+ 0.94 , 0.617884772522987 ,
+ 0.945 , 0.588638581913632 ,
+ 0.95 , 0.499594354895777 ,
+ 0.955 , 0.351854051263097 ,
+ 0.96 , 0.167285288529307 ,
+ 0.965 , -1.354817972678980E-02 ,
+ 0.97 , -0.16506107206104 ,
+ 0.975 , -0.30020976135865 ,
+ 0.98 , -0.44800006523462 ,
+ 0.985 , -0.60571664044792 ,
+ 0.99 , -0.72882650966723 ,
+ 0.995 , -0.78150351703968 ,
+ 1.0 , -0.78325351768449 ,
+ 1.005 , -0.7804638307994 ,
+ 1.01 , -0.77907901470961 ,
+ 1.015 , -0.74044922924701 ,
+ 1.02 , -0.64794816611668 ,
+ 1.025 , -0.53653982368824 ,
+ 1.03 , -0.43590944296704 ,
+ 1.035 , -0.32196595199848 ,
+ 1.04 , -0.15803623495676 ,
+ 1.045 , 4.418314484939760E-02 ,
+ 1.05 , 0.242865235492215 ,
+ 1.055 , 0.422391619487335 ,
+ 1.06 , 0.586878740356939 ,
+ 1.065 , 0.710461681206935 ,
+ 1.07 , 0.741340861669433 ,
+ 1.075 , 0.655713664787049 ,
+ 1.08 , 0.470616913700976 ,
+ 1.085 , 0.20656145315631 ,
+ 1.09 , -0.12112308548803 ,
+ 1.095 , -0.47118919290136 ,
+ 1.1 , -0.77786799146278 ,
+ 1.105 , -0.99394827732625 ,
+ 1.11 , -1.10304473601585 ,
+ 1.115 , -1.08949447190265 ,
+ 1.12 , -0.93583496154967 ,
+ 1.125 , -0.65727377808015 ,
+ 1.13 , -0.30107834922153 ,
+ 1.135 , 9.620828359443580E-02 ,
+ 1.14 , 0.514013416080853 ,
+ 1.145 , 0.90642132985077 ,
+ 1.15 , 1.20374217441116 ,
+ 1.155 , 1.37257710404611 ,
+ 1.16 , 1.43303286111545 ,
+ 1.165 , 1.40075730037501 ,
+ 1.17 , 1.25846296855354 ,
+ 1.175 , 1.00832137286648 ,
+ 1.18 , 0.706462116642059 ,
+ 1.185 , 0.413493607411118 ,
+ 1.19 , 0.148293682071222 ,
+ 1.195 , -8.190792579850280E-02 ,
+ 1.2 , -0.25000976533114 ,
+ 1.205 , -0.34497838239222 ,
+ 1.21 , -0.39991632301279 ,
+ 1.215 , -0.44361527764964 ,
+ 1.22 , -0.45948891812011 ,
+ 1.225 , -0.43276591909851 ,
+ 1.23 , -0.39819165775721 ,
+ 1.235 , -0.38929817650006 ,
+ 1.24 , -0.37545880341991 ,
+ 1.245 , -0.30998449197619 ,
+ 1.25 , -0.21624700688801 ,
+ 1.255 , -0.16343645166853 ,
+ 1.26 , -0.17391443905321 ,
+ 1.265 , -0.21919282258219 ,
+ 1.27 , -0.29688345097037 ,
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+ 1.28 , -0.64071500818847 ,
+ 1.285 , -0.82875858278133 ,
+ 1.29 , -0.93796346189032 ,
+ 1.295 , -0.949512523725 ,
+ 1.3 , -0.857601537535 ,
+ 1.305 , -0.65014691427727 ,
+ 1.31 , -0.34930571456794 ,
+ 1.315 , -2.752743937664530E-02 ,
+ 1.32 , 0.246332435481473 ,
+ 1.325 , 0.45001279080827 ,
+ 1.33 , 0.58297681321004 ,
+ 1.335 , 0.636158064092188 ,
+ 1.34 , 0.611598530544366 ,
+ 1.345 , 0.543575003876384 ,
+ 1.35 , 0.472132760127251 ,
+ 1.355 , 0.4099056501601 ,
+ 1.36 , 0.349344621324927 ,
+ 1.365 , 0.282806527352702 ,
+ 1.37 , 0.200676817565078 ,
+ 1.375 , 9.097626989587490E-02 ,
+ 1.38 , -3.844874520206900E-02 ,
+ 1.385 , -0.1485730750104 ,
+ 1.39 , -0.19431957586841 ,
+ 1.395 , -0.15348271845224 ,
+ 1.4 , -2.614043201034680E-02 ,
+ 1.405 , 0.177537986918302 ,
+ 1.41 , 0.435115227256899 ,
+ 1.415 , 0.705841641151383 ,
+ 1.42 , 0.939450691097474 ,
+ 1.425 , 1.09606995057385 ,
+ 1.43 , 1.16508829271638 ,
+ 1.435 , 1.17152904343664 ,
+ 1.44 , 1.15677325221222 ,
+ 1.445 , 1.14474618562157 ,
+ 1.45 , 1.13563604509728 ,
+ 1.455 , 1.136131797716 ,
+ 1.46 , 1.17059034109195 ,
+ 1.465 , 1.24349566378999 ,
+ 1.47 , 1.31555125128714 ,
+ 1.475 , 1.34451073520553 ,
+ 1.48 , 1.32767985662737 ,
+ 1.485 , 1.27338631745007 ,
+ 1.49 , 1.15790168079473 ,
+ 1.495 , 0.956521791996786 ,
+ 1.5 , 0.698290997947875 ,
+ 1.505 , 0.438367846650034 ,
+ 1.51 , 0.189519144568428 ,
+ 1.515 , -6.309865148517370E-02 ,
+ 1.52 , -0.2907946493572 ,
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+ 1.535 , -0.51769162343818 ,
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+ 1.55 , -0.44905875024602 ,
+ 1.555 , -0.41047655284131 ,
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+ 1.565 , -0.5452728301642 ,
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+ 1.575 , -0.64090769354799 ,
+ 1.58 , -0.71776674993069 ,
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+ 1.6 , -0.78353488744314 ,
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+ 1.615 , -0.38171240617319 ,
+ 1.62 , -8.924731070437070E-02 ,
+ 1.625 , 0.229074480135456 ,
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+ 12.46 , -0.27079 ,
+ 12.47 , -0.18067 ,
+ 12.48 , -5.357000000000000E-02 ,
+ 12.49 , 5.621000000000000E-02 ,
+ 12.5 , 0.12411 ,
+ 12.51 , 0.1349 ,
+ 12.52 , 0.10552 ,
+ 12.53 , 8.767000000000000E-02 ,
+ 12.54 , 5.312000000000000E-02 ,
+ 12.55 , -7.994000000000000E-02 ,
+ 12.56 , -0.28316 ,
+ 12.57 , -0.43439 ,
+ 12.58 , -0.45819 ,
+ 12.59 , -0.39875 ,
+ 12.6 , -0.3257 ,
+ 12.61 , -0.21617 ,
+ 12.62 , -5.834000000000000E-02 ,
+ 12.63 , 6.234000000000000E-02 ,
+ 12.64 , 7.834000000000001E-02 ,
+ 12.65 , 2.524000000000000E-02 ,
+ 12.66 , -4.370000000000000E-03 ,
+ 12.67 , 2.088000000000000E-02 ,
+ 12.68 , 3.738000000000000E-02 ,
+ 12.69 , -5.780000000000000E-03 ,
+ 12.7 , -7.783000000000000E-02 ,
+ 12.71 , -0.10293 ,
+ 12.72 , -5.917000000000000E-02 ,
+ 12.73 , -2.088000000000000E-02 ,
+ 12.74 , -4.084000000000000E-02 ,
+ 12.75 , -7.596000000000000E-02 ,
+ 12.76 , -7.527000000000000E-02 ,
+ 12.77 , -4.418000000000000E-02 ,
+ 12.78 , -2.046000000000000E-02 ,
+ 12.79 , -2.682000000000000E-02 ,
+ 12.8 , -2.654000000000000E-02 ,
+ 12.81 , 3.635000000000000E-02 ,
+ 12.82 , 0.12352 ,
+ 12.83 , 0.13159 ,
+ 12.84 , 4.372000000000000E-02 ,
+ 12.85 , -6.480000000000000E-02 ,
+ 12.86 , -0.1361 ,
+ 12.87 , -0.17058 ,
+ 12.88 , -0.1883 ,
+ 12.89 , -0.19167 ,
+ 12.9 , -0.19116 ,
+ 12.91 , -0.20869 ,
+ 12.92 , -0.23797 ,
+ 12.93 , -0.28017 ,
+ 12.94 , -0.36467 ,
+ 12.95 , -0.46778 ,
+ 12.96 , -0.49324 ,
+ 12.97 , -0.38894 ,
+ 12.98 , -0.2225 ,
+ 12.99 , -9.676000000000000E-02 ,
+ 13.0 , -5.153000000000000E-02 ,
+ 13.01 , -5.856000000000000E-02 ,
+ 13.02 , -6.265000000000000E-02 ,
+ 13.03 , -3.700000000000000E-02 ,
+ 13.04 , 8.800000000000001E-03 ,
+ 13.05 , 4.189000000000000E-02 ,
+ 13.06 , 1.048000000000000E-02 ,
+ 13.07 , -8.393000000000000E-02 ,
+ 13.08 , -0.17214 ,
+ 13.09 , -0.21986 ,
+ 13.1 , -0.25265 ,
+ 13.11 , -0.28696 ,
+ 13.12 , -0.29845 ,
+ 13.13 , -0.27534 ,
+ 13.14 , -0.25187 ,
+ 13.15 , -0.25011 ,
+ 13.16 , -0.27425 ,
+ 13.17 , -0.33551 ,
+ 13.18 , -0.41051 ,
+ 13.19 , -0.45406 ,
+ 13.2 , -0.44533 ,
+ 13.21 , -0.38727 ,
+ 13.22 , -0.30756 ,
+ 13.23 , -0.24203 ,
+ 13.24 , -0.20129 ,
+ 13.25 , -0.16106 ,
+ 13.26 , -9.457000000000000E-02 ,
+ 13.27 , -2.440000000000000E-02 ,
+ 13.28 , 7.040000000000000E-03 ,
+ 13.29 , 8.600000000000000E-03 ,
+ 13.3 , 1.981000000000000E-02 ,
+ 13.31 , 4.834000000000000E-02 ,
+ 13.32 , 7.178000000000000E-02 ,
+ 13.33 , 8.525000000000001E-02 ,
+ 13.34 , 0.1107 ,
+ 13.35 , 0.15822 ,
+ 13.36 , 0.21564 ,
+ 13.37 , 0.27468 ,
+ 13.38 , 0.32506 ,
+ 13.39 , 0.34096 ,
+ 13.4 , 0.32619 ,
+ 13.41 , 0.32491 ,
+ 13.42 , 0.34842 ,
+ 13.43 , 0.36279 ,
+ 13.44 , 0.34026 ,
+ 13.45 , 0.2756 ,
+ 13.46 , 0.18648 ,
+ 13.47 , 9.881000000000000E-02 ,
+ 13.48 , 3.222000000000000E-02 ,
+ 13.49 , 1.061000000000000E-02 ,
+ 13.5 , 4.343000000000000E-02 ,
+ 13.51 , 9.372000000000000E-02 ,
+ 13.52 , 0.10628 ,
+ 13.53 , 7.198000000000000E-02 ,
+ 13.54 , 3.458000000000000E-02 ,
+ 13.55 , 2.182000000000000E-02 ,
+ 13.56 , 1.377000000000000E-02 ,
+ 13.57 , -1.295000000000000E-02 ,
+ 13.58 , -4.297000000000000E-02 ,
+ 13.59 , -4.232000000000000E-02 ,
+ 13.6 , -1.224000000000000E-02 ,
+ 13.61 , 1.559000000000000E-02 ,
+ 13.62 , 1.639000000000000E-02 ,
+ 13.63 , -1.544000000000000E-02 ,
+ 13.64 , -5.384000000000000E-02 ,
+ 13.65 , -7.287000000000000E-02 ,
+ 13.66 , -8.747000000000001E-02 ,
+ 13.67 , -0.10976 ,
+ 13.68 , -0.11529 ,
+ 13.69 , -8.388000000000000E-02 ,
+ 13.7 , -3.945000000000000E-02 ,
+ 13.71 , -2.420000000000000E-02 ,
+ 13.72 , -3.630000000000000E-02 ,
+ 13.73 , -3.928000000000000E-02 ,
+ 13.74 , -2.207000000000000E-02 ,
+ 13.75 , -5.590000000000000E-03 ,
+ 13.76 , -9.450000000000000E-03 ,
+ 13.77 , -2.752000000000000E-02 ,
+ 13.78 , -4.478000000000000E-02 ,
+ 13.79 , -6.457000000000000E-02 ,
+ 13.8 , -8.530000000000000E-02 ,
+ 13.81 , -8.704000000000001E-02 ,
+ 13.82 , -5.918000000000000E-02 ,
+ 13.83 , -3.830000000000000E-03 ,
+ 13.84 , 7.192000000000000E-02 ,
+ 13.85 , 0.14312 ,
+ 13.86 , 0.17488 ,
+ 13.87 , 0.16315 ,
+ 13.88 , 0.14274 ,
+ 13.89 , 0.14017 ,
+ 13.9 , 0.14556 ,
+ 13.91 , 0.13989 ,
+ 13.92 , 0.12104 ,
+ 13.93 , 9.578000000000000E-02 ,
+ 13.94 , 7.056999999999999E-02 ,
+ 13.95 , 5.257000000000000E-02 ,
+ 13.96 , 4.283000000000000E-02 ,
+ 13.97 , 3.754000000000000E-02 ,
+ 13.98 , 3.580000000000000E-02 ,
+ 13.99 , 3.422000000000000E-02 ,
+ 14.0 , 2.593000000000000E-02 ,
+ 14.01 , 4.220000000000000E-03 ,
+ 14.02 , -1.590000000000000E-02 ,
+ 14.03 , -2.929000000000000E-02 ,
+ 14.04 , 4.251000000000000E-02 ,
+ 14.05 , 5.369000000000000E-02 ,
+ 14.06 , 6.154000000000000E-02 ,
+ 14.07 , 6.560000000000001E-02 ,
+ 14.08 , 6.591000000000000E-02 ,
+ 14.09 , 6.272000000000000E-02 ,
+ 14.1 , 5.704000000000000E-02 ,
+ 14.11 , 5.054000000000000E-02 ,
+ 14.12 , 4.304000000000000E-02 ,
+ 14.13 , 3.569000000000000E-02 ,
+ 14.14 , 2.953000000000000E-02 ,
+ 14.15 , 2.591000000000000E-02 ,
+ 14.16 , 2.479000000000000E-02 ,
+ 14.17 , 2.511000000000000E-02 ,
+ 14.18 , 2.581000000000000E-02 ,
+ 14.19 , 2.493000000000000E-02 ,
+ 14.2 , 2.314000000000000E-02 ,
+ 14.21 , 2.027000000000000E-02 ,
+ 14.22 , 1.935000000000000E-02 ,
+ 14.23 , 2.023000000000000E-02 ,
+ 14.24 , 2.506000000000000E-02 ,
+ 14.25 , 3.099000000000000E-02 ,
+ 14.26 , 3.760000000000000E-02 ,
+ 14.27 , 4.262000000000000E-02 ,
+ 14.28 , 4.532000000000000E-02 ,
+ 14.29 , 4.802000000000000E-02 ,
+ 14.3 , 5.005000000000000E-02 ,
+ 14.31 , 5.302000000000000E-02 ,
+ 14.32 , 5.416000000000000E-02 ,
+ 14.33 , 5.517000000000000E-02 ,
+ 14.34 , 5.543000000000000E-02 ,
+ 14.35 , 5.403000000000000E-02 ,
+ 14.36 , 5.095000000000000E-02 ,
+ 14.37 , 4.660000000000000E-02 ,
+ 14.38 , 4.407000000000000E-02 ,
+ 14.39 , 4.359000000000000E-02 ,
+ 14.4 , 4.649000000000000E-02 ,
+ 14.41 , 4.927000000000000E-02 ,
+ 14.42 , 5.116000000000000E-02 ,
+ 14.43 , 5.246000000000000E-02 ,
+ 14.44 , 5.290000000000000E-02 ,
+ 14.45 , 5.342000000000000E-02 ,
+ 14.46 , 5.301000000000000E-02 ,
+ 14.47 , 5.389000000000000E-02 ,
+ 14.48 , 5.518000000000000E-02 ,
+ 14.49 , 5.594000000000000E-02 ,
+ 14.5 , 5.543000000000000E-02 ,
+ 14.51 , 5.542000000000000E-02 ,
+ 14.52 , 5.677000000000000E-02 ,
+ 14.53 , 5.746000000000000E-02 ,
+ 14.54 , 5.802000000000000E-02 ,
+ 14.55 , 5.847000000000000E-02 ,
+ 14.56 , 5.842000000000000E-02 ,
+ 14.57 , 5.750000000000000E-02 ,
+ 14.58 , 5.606000000000000E-02 ,
+ 14.59 , 5.592000000000000E-02 ,
+ 14.6 , 5.517000000000000E-02 ,
+ 14.61 , 5.439000000000000E-02 ,
+ 14.62 , 5.392000000000000E-02 ,
+ 14.63 , 5.395000000000000E-02 ,
+ 14.64 , 5.260000000000000E-02 ,
+ 14.65 , 5.031000000000000E-02 ,
+ 14.66 , 4.883000000000000E-02 ,
+ 14.67 , 4.944000000000000E-02 ,
+ 14.68 , 5.215000000000000E-02 ,
+ 14.69 , 5.627000000000000E-02 ,
+ 14.7 , 6.244000000000000E-02 ,
+ 14.71 , 6.783000000000000E-02 ,
+ 14.72 , 7.159000000000000E-02 ,
+ 14.73 , 7.149999999999999E-02 ,
+ 14.74 , 6.673000000000000E-02 ,
+ 14.75 , 5.755000000000000E-02 ,
+ 14.76 , 4.539000000000000E-02 ,
+ 14.77 , 3.504000000000000E-02 ,
+ 14.78 , 2.721000000000000E-02 ,
+ 14.79 , 2.308000000000000E-02 ,
+ 14.8 , 2.125000000000000E-02 ,
+ 14.81 , 2.022000000000000E-02 ,
+ 14.82 , 1.831000000000000E-02 ,
+ 14.83 , 1.547000000000000E-02 ,
+ 14.84 , 1.321000000000000E-02 ,
+ 14.85 , 1.112000000000000E-02 ,
+ 14.86 , 1.025000000000000E-02 ,
+ 14.87 , 9.549999999999999E-03 ,
+ 14.88 , 1.040000000000000E-02 ,
+ 14.89 , 1.059000000000000E-02 ,
+ 14.9 , 1.108000000000000E-02 ,
+ 14.91 , 1.195000000000000E-02 ,
+ 14.92 , 1.452000000000000E-02 ,
+ 14.93 , 1.809000000000000E-02 ,
+ 14.94 , 2.029000000000000E-02 ,
+ 14.95 , 2.323000000000000E-02 ,
+ 14.96 , 2.515000000000000E-02 ,
+ 14.97 , 2.836000000000000E-02 ,
+ 14.98 , 3.278000000000000E-02 ,
+ 14.99 , 3.934000000000000E-02 ,
+ 15.00 , 0.0 ,
+      ),
+                    INTERPOL='LIN',
+                    PROL_DROITE='CONSTANT',
+                    PROL_GAUCHE='EXCLU',);
+
+
+
+

diff --git a/src/TestsEltsVisu/Nicolas/forma12c.comm b/src/TestsEltsVisu/Nicolas/forma12c.comm
new file mode 100755 (executable)
index 0000000..2027774
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/forma12c.comm
@@ -0,0 +1,773 @@
+# MODIF  DATE 12/05/2005   AUTEUR DURAND C.DURAND 
+# TITRE TP ANALYSE SISMIQUE
+#            CONFIGURATION MANAGEMENT OF EDF VERSION
+# ======================================================================
+# COPYRIGHT (C) 1991 - 2004  EDF R&D                  WWW.CODE-ASTER.ORG
+# THIS PROGRAM IS FREE SOFTWARE; YOU CAN REDISTRIBUTE IT AND/OR MODIFY  
+# IT UNDER THE TERMS OF THE GNU GENERAL PUBLIC LICENSE AS PUBLISHED BY  
+# THE FREE SOFTWARE FOUNDATION; EITHER VERSION 2 OF THE LICENSE, OR     
+# (AT YOUR OPTION) ANY LATER VERSION.                                                    
+#                                                                       
+# THIS PROGRAM IS DISTRIBUTED IN THE HOPE THAT IT WILL BE USEFUL, BUT   
+# WITHOUT ANY WARRANTY; WITHOUT EVEN THE IMPLIED WARRANTY OF            
+# MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SEE THE GNU      
+# GENERAL PUBLIC LICENSE FOR MORE DETAILS.                              
+#                                                                       
+# YOU SHOULD HAVE RECEIVED A COPY OF THE GNU GENERAL PUBLIC LICENSE     
+# ALONG WITH THIS PROGRAM; IF NOT, WRITE TO EDF R&D CODE_ASTER,         
+#    1 AVENUE DU GENERAL DE GAULLE, 92141 CLAMART CEDEX, FRANCE.        
+# ======================================================================
+# RESPONSABLE BOYERE E.BOYERE
+#-----------------------------------------------------------------------
+#
+#  ANALYSE RIS12 TR4 REGLEMENTAIRE
+#  SCENARIO 1
+#  GL1(X,Y) + GL2(Z)
+#
+#-----------------------------------------------------------------------
+
+DEBUT(CODE=_F(NOM ='FORMA12C',NIV_PUB_WEB='INTERNET'))
+
+MAILLAGE=LIRE_MAILLAGE(INFO=2)
+
+MODELE=AFFE_MODELE(
+                  MAILLAGE=MAILLAGE,
+                   AFFE=(
+                         _F(GROUP_MA='GPOU_D_T',
+                            PHENOMENE='MECANIQUE',
+                            MODELISATION='POU_D_T',),
+                         _F(GROUP_MA='GPOU_C_T',
+                            PHENOMENE='MECANIQUE',
+                            MODELISATION='POU_C_T',),
+                         _F(GROUP_MA='GDIS_TR',
+                            PHENOMENE='MECANIQUE',
+                            MODELISATION='DIS_TR',),
+                            ),
+                              )
+                              
+IMPR_RESU(FORMAT='CASTEM',UNITE=37,
+          MODELE=MODELE,
+          RESU=_F(
+                  MAILLAGE=MAILLAGE)) 
+                  
+                                               
+                             
+#-----------------------------------------------------------------------
+# CARACTERISTIQUES DES ELEMENTS
+#-----------------------------------------------------------------------
+
+
+CARA=AFFE_CARA_ELEM(
+                    MODELE=MODELE,
+                    POUTRE=(
+                           _F(GROUP_MA='GMEL0301',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.00711),),
+                            _F(GROUP_MA='GMEL0501',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL0601',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL0701',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL1001',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL1101',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL1201',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL1501',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL1701',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL1801',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL1901',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL2001',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL2101',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL2201',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.0034),),
+                            _F(GROUP_MA='GMEL2401',
+                               SECTION='CERCLE',
+                               CARA=('R','EP'),
+                               VALE=(0.08415,0.00711),),),
+                    DISCRET=(_F(MAILLE='M0801I02',
+                                CARA='M_TR_D_N',
+                                VALE=(36.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0),),
+                             _F(MAILLE='M1301I02',
+                                CARA='M_TR_D_N',
+                                VALE=(36.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0),),),
+                    DEFI_ARC=(_F(GROUP_MA='GMEL0601',
+                                 CENTRE=(466.39260860000002,107.5500031,0.27747499939999998),
+                                 RAYON=0.22859999540000001,
+                                 COEF_FLEX_XY=14.43145561,
+                                 COEF_FLEX_XZ=14.43145561,),
+                              _F(GROUP_MA='GMEL1101',
+                                 CENTRE=(466.16400149999998,107.3214035,3.7724525930000001),
+                                 RAYON=0.22859999540000001,
+                                 COEF_FLEX_XY=14.43145561,
+                                 COEF_FLEX_XZ=14.43145561,),
+                              _F(GROUP_MA='GMEL1701',
+                                 CENTRE=(466.16400149999998,106.4785995,4.2335472110000003),
+                                 RAYON=0.22859999540000001,
+                                 COEF_FLEX_XY=14.43145561,
+                                 COEF_FLEX_XZ=14.43145561,),
+                              _F(GROUP_MA='GMEL1901',
+                                 CENTRE=(466.16400149999998,106.4785995,8.7655010220000005),
+                                 RAYON=0.22859999540000001,
+                                 COEF_FLEX_XY=14.43145561,
+                                 COEF_FLEX_XZ=14.43145561,),
+                              _F(GROUP_MA='GMEL2101',
+                                 CENTRE=(466.16400149999998,107.4713974,9.2274990080000006),
+                                 RAYON=0.22859999540000001,
+                                 COEF_FLEX_XY=14.43145561,
+                                 COEF_FLEX_XZ=14.43145561,),),)
+
+#-----------------------------------------------------------------------
+# DEFINITION DES MATERIAUX
+#-----------------------------------------------------------------------
+
+MATP01=DEFI_MATERIAU(ELAS=_F(E=1.97E11,
+                             NU=0.3,
+                             RHO=1.3108749019999999E4,
+                             ALPHA=1.639999937E-05,),)
+MATP03=DEFI_MATERIAU(ELAS=_F(E=1.97E11,
+                             NU=0.3,
+                             RHO=1.956015625E4,
+                             ALPHA=1.639999937E-05,),)
+
+#-----------------------------------------------------------------------
+# DEFINITION DES SUPPORTS
+#-----------------------------------------------------------------------
+
+SUPPORT=AFFE_CHAR_MECA(  
+      MODELE=MODELE,
+      DDL_IMPO=(
+# PF1 ET PF2      
+     _F( NOEUD = ('N02__I00', 'N01__I00',), 
+               DX = 0., DY = 0., DZ = 0., DRX = 0., DRY = 0., DRZ = 0.),
+# GL1      
+     _F( NOEUD = 'N0701I00', 
+               DX = 0., DY = 0.),
+# GL2
+     _F( NOEUD = 'N1201I00', 
+               DZ = 0.),            
+              ),
+                  )
+
+#-----------------------------------------------------------------------
+# DEFINITION DES CHAMPS DE MATERIAUX
+#-----------------------------------------------------------------------
+
+CHMATP=AFFE_MATERIAU(MAILLAGE=MAILLAGE,
+                     AFFE=(_F(GROUP_MA='GMAT01',
+                              MATER=MATP01,
+                              TEMP_REF=20.0,),
+                           _F(GROUP_MA='GMAT03',
+                              MATER=MATP03,
+                              TEMP_REF=20.0,),),)
+
+#-----------------------------------------------------------------------
+# ASSEMBLAGE MATRICE MASSE ET RIGIDITE
+#-----------------------------------------------------------------------
+
+MACRO_MATR_ASSE(MODELE=MODELE,
+                CHAM_MATER=CHMATP,
+                CARA_ELEM=CARA,
+                CHARGE=SUPPORT,
+                NUME_DDL=CO('NUMDDL'),
+                MATR_ASSE=(_F(MATRICE=CO("MATRRIGI"),
+                              OPTION='RIGI_MECA',),
+                           _F(MATRICE=CO("MATRMASS"),
+                              OPTION='MASS_MECA',),),);
+                              
+                              
+#-----------------------------------------------------------------------
+# ASSEMBLAGE DU SECOND MEMBRE
+#-----------------------------------------------------------------------
+
+INCLUDE(UNITE=22)
+
+CHSEIX=CALC_CHAR_SEISME(  MATR_MASS=MATRMASS,
+     DIRECTION=(1., 0., 0.,), MONO_APPUI='OUI'
+      )
+CHSEIY=CALC_CHAR_SEISME(  MATR_MASS=MATRMASS,
+     DIRECTION=(0., 1., 0.,), MONO_APPUI='OUI'
+      )
+CHSEIZ=CALC_CHAR_SEISME(  MATR_MASS=MATRMASS,
+     DIRECTION=(0., 0., 1.,), MONO_APPUI='OUI'
+      )
+
+#-----------------------------------------------------------------------
+# CALCUL DES MODES 
+#-----------------------------------------------------------------------                             
+MASSINER=POST_ELEM(
+               MODELE=MODELE,
+               CHARGE=SUPPORT,
+               CARA_ELEM=CARA,
+               CHAM_MATER=CHMATP,
+               MASS_INER=_F( TOUT = 'OUI',)
+                        )
+MODES=MACRO_MODE_MECA( 
+               MATR_A=MATRRIGI,
+               MATR_B=MATRMASS,
+               CALC_FREQ=_F( 
+               FREQ_MIN = 0.0,
+               FREQ_MAX = 33.0,
+               NB_BLOC_FREQ = 1),
+               VERI_MODE=_F( STOP_ERREUR = 'NON'),
+               NORM_MODE=_F( 
+                     NORME = 'MASS_GENE',
+                     MASS_INER =MASSINER),
+                 IMPRESSION=_F( TOUT_PARA = 'OUI')
+                  )
+
+# TEST_RESU UNIQUEMENT POUR FAIRE CAS TEST
+TEST_RESU(RESU=(_F(RESULTAT=MODES,
+                   NUME_ORDRE=1,
+                   PARA='FREQ',
+                   VALE= 4.5135794612152,
+                   PRECISION=1e-05,
+                   REFERENCE='NON_REGRESSION',
+                   VERSION='7.3.19',)))
+
+MODES=CALC_ELEM(
+                reuse=MODES,
+                MODELE=MODELE,
+                CHAM_MATER=CHMATP,
+                CARA_ELEM=CARA,
+                OPTION=(
+                'EFGE_ELNO_DEPL',
+                  ),
+                RESULTAT=MODES,)
+
+###########################################################
+#----  REPONSE TRANSITOIRE PAR SUPERPOSITION MODALE ------
+#----  MONO APPUI GRANDEURS RELATIVES ------
+###########################################################
+
+# DEFINITION DES INSTANTS DE RECUPERATION
+
+L_RECU=DEFI_LIST_REEL(  DEBUT=0.,
+                      INTERVALLE=_F(  
+                        JUSQU_A = 20.47,  
+                        PAS = 0.01) 
+                              )
+
+#----------------------------------------------------
+#------------- PROJECTION SUR LA BASE MODALE --------
+#----------------------------------------------------
+MACRO_PROJ_BASE(
+               BASE=MODES,
+               MATR_ASSE_GENE=(
+                        _F(
+                        MATRICE=CO("MASSEGEN"),
+                        MATR_ASSE=MATRMASS,
+                        ),
+                        _F(
+                        MATRICE=CO("RIGIDGEN"),
+                        MATR_ASSE=MATRRIGI,
+                        ),        
+               ),
+               VECT_ASSE_GENE=(
+                        _F(
+                        VECTEUR=CO("EFGENX"),
+                        VECT_ASSE=CHSEIX,
+                        ),
+                        _F(
+                        VECTEUR=CO("EFGENY"),
+                        VECT_ASSE=CHSEIY,
+                        ),
+                        _F(
+                        VECTEUR=CO("EFGENZ"),
+                        VECT_ASSE=CHSEIZ,
+                        ),                        
+                      ),  
+                     )
+
+#------------------------------------------------------------------
+#-------------- RESOLUTION DU PB GENERALISE -----------------------
+#-------------- SANS CORRECTION STATIQUE --------------------------
+#------------------------------------------------------------------
+GSCR=DYNA_TRAN_MODAL(  
+                  MASS_GENE=MASSEGEN,
+                  RIGI_GENE=RIGIDGEN,
+                  AMOR_REDUIT=0.02,
+                  EXCIT=(
+                  _F(
+                     VECT_GENE=EFGENX,
+                     FONC_MULT=ACCELH1,
+                        ),
+                  _F(
+                     VECT_GENE=EFGENY,
+                     FONC_MULT=ACCELH1,
+                        ),      
+                  _F(
+                     VECT_GENE=EFGENZ,
+                     FONC_MULT=ACCELV1,
+                        ),      
+                           ),
+                  INCREMENT=_F(
+                     INST_INIT = 0.,
+                     INST_FIN =20.47,
+                     PAS = 0.001
+                           ),
+                        )
+
+#--------------------------------------------------------------
+#---- RESTITUTION GRANDEUR PHYSIQUE DANS LE REPERE RELATIF
+#--- SANS CORRECTION STATIQUE 
+#--------------------------------------------------------------
+# RESTITUTION GLOBALE DU CHAMP DE DEPLACEMENT RELATIF A CHAQUE INSTANT 
+# DE LA LISTE L_RECU
+RGSCR=REST_BASE_PHYS(  
+               RESU_GENE=GSCR,
+               INTERPOL='LIN',   
+               LIST_INST=L_RECU,
+               #TOUT_INST='OUI',
+               TOUT_CHAM='OUI',
+                      )
+DPSCR=CREA_CHAMP(
+              TYPE_CHAM='NOEU_DEPL_R',
+              OPERATION='EXTR',
+              RESULTAT=RGSCR,
+              NOM_CHAM='DEPL',
+              TYPE_MAXI='MAXI',
+              TYPE_RESU='VALE',
+              TOUT_ORDRE='OUI'
+                     )
+TDPSCR=POST_RELEVE_T( 
+              ACTION=
+              _F( 
+            INTITULE = 'DEPL_MAX_R',
+            GROUP_NO='GNSTR01',                                         
+            CHAM_GD=DPSCR,            
+            TOUT_CMP='OUI',                            
+            OPERATION ='EXTRACTION',                           
+                     ),
+            )
+
+
+# RESTITUTION GLOBALE DU CHAMP EFGE_ELNO_DEPL A CHAQUE INSTANT 
+# DE LA LISTE L_RECU
+RGSCR=CALC_ELEM(
+                reuse=RGSCR,
+                MODELE=MODELE,
+                CHAM_MATER=CHMATP,
+                CARA_ELEM=CARA,
+                OPTION=(
+                'EFGE_ELNO_DEPL',
+                  ),
+                RESULTAT=RGSCR,)                                      
+EFSCR=CREA_CHAMP(
+              TYPE_CHAM='ELNO_SIEF_R',
+              OPERATION='EXTR',
+              RESULTAT=RGSCR,
+              NOM_CHAM='EFGE_ELNO_DEPL',
+              TYPE_MAXI='MAXI',
+              TYPE_RESU='VALE',
+              TOUT_ORDRE='OUI'
+                     )
+TEFSCR=POST_RELEVE_T( 
+              ACTION=
+              _F( 
+            INTITULE = 'EFGE_MAX_R',
+            GROUP_NO='GNSTR01',                                         
+            CHAM_GD=EFSCR,            
+            TOUT_CMP='OUI',                            
+            OPERATION ='EXTRACTION',                           
+                     ),
+            )
+IMPR_TABLE(
+          TABLE=TEFSCR,
+         FORMAT='TABLEAU',
+               )
+
+###########################################################
+#----  REPONSE TRANSITOIRE PAR SUPERPOSITION MODALE ------
+#----  MULTI APPUIS GRANDEURS ABSOLUES ------
+###########################################################
+
+# DEFINITION EXCITATION MULTIPLE
+
+MSTA=MODE_STATIQUE(
+         MATR_RIGI=MATRRIGI,
+         MATR_MASS=MATRMASS,
+         MODE_STAT=_F(TOUT='OUI',AVEC_CMP=('DX','DY','DZ'),),)
+
+
+CHSEIXM=CALC_CHAR_SEISME(
+     MATR_MASS=MATRMASS,
+     DIRECTION=(1., 0., 0.,),
+     MODE_STAT=MSTA, 
+     NOEUD=('N02__I00','N01__I00','N0701I00',),
+      )
+
+CHSEIYM=CALC_CHAR_SEISME(
+     MATR_MASS=MATRMASS,
+     DIRECTION=(0., 1., 0.,),
+     MODE_STAT=MSTA, 
+     NOEUD=('N02__I00','N01__I00','N0701I00',),
+      )
+      
+CHSEIZM=CALC_CHAR_SEISME(
+     MATR_MASS=MATRMASS,
+     DIRECTION=(0., 0., 1.,),
+     MODE_STAT=MSTA, 
+     NOEUD=('N02__I00','N01__I00','N1201I00',),
+      )
+
+MACRO_PROJ_BASE(
+               BASE=MODES,
+               MATR_ASSE_GENE=(
+                        _F(
+                        MATRICE=CO("MASGEN2"),
+                        MATR_ASSE=MATRMASS,
+                        ),
+                        _F(
+                        MATRICE=CO("RIGGEN2"),
+                        MATR_ASSE=MATRRIGI,
+                        ),        
+               ),
+               VECT_ASSE_GENE=(
+                        _F(
+                        VECTEUR=CO("EFX2"),
+                        VECT_ASSE=CHSEIXM,
+                        ),
+                        _F(
+                        VECTEUR=CO("EFY2"),
+                        VECT_ASSE=CHSEIYM,
+                        ),
+                        _F(
+                        VECTEUR=CO("EFZ2"),
+                        VECT_ASSE=CHSEIZM,
+                        ),                        
+                      ),  
+                     )
+               
+
+VITESH1=CALC_FONCTION(
+                  INTEGRE=_F(FONCTION=ACCELH1,METHODE='TRAPEZE',),
+                  PROL_DROITE='CONSTANT'         )
+DEPLAH1=CALC_FONCTION(
+                  INTEGRE=_F(FONCTION=VITESH1,METHODE='TRAPEZE',),
+                  PROL_DROITE='CONSTANT'         )
+VITESV1=CALC_FONCTION(
+                  INTEGRE=_F(FONCTION=ACCELV1,METHODE='TRAPEZE',),
+                  PROL_DROITE='CONSTANT'         )
+DEPLAV1=CALC_FONCTION(
+                  INTEGRE=_F(FONCTION=VITESV1,METHODE='TRAPEZE',),
+                  PROL_DROITE='CONSTANT'         )
+
+GSCA=DYNA_TRAN_MODAL(  
+                  MASS_GENE=MASGEN2,
+                  RIGI_GENE=RIGGEN2,
+                  AMOR_REDUIT=0.02,
+                  MODE_STAT=MSTA,
+                  EXCIT=(
+                  _F(
+                   VECT_GENE=EFX2,
+                   ACCE=ACCELH1,
+                   VITE=VITESH1,
+                   DEPL=DEPLAH1,
+                   MULT_APPUI='OUI',
+                   DIRECTION=(1.,0.,0.,),
+                   NOEUD=('N02__I00','N01__I00','N0701I00',),
+                       ),
+                  _F(
+                   VECT_GENE=EFY2,
+                   ACCE=ACCELH1,
+                   VITE=VITESH1,
+                   DEPL=DEPLAH1,
+                   MULT_APPUI='OUI',
+                   DIRECTION=(0.,1.,0.,),
+                   NOEUD=('N02__I00','N01__I00','N0701I00',),
+                       ),
+                  _F(
+                   VECT_GENE=EFZ2,
+                   ACCE=ACCELV1,
+                   VITE=VITESV1,
+                   DEPL=DEPLAV1,
+                   MULT_APPUI='OUI',
+                   DIRECTION=(0.,0.,1.,),
+                   NOEUD=('N02__I00','N01__I00','N1201I00',),
+                       ),                      
+                           ),
+                  INCREMENT=_F(
+                     INST_INIT = 0.,
+                     INST_FIN =20.47,
+                     PAS = 0.001
+                           ),
+                        )
+                        
+                        
+# RESTITUTION GRANDEURS ABSOLUES
+#-------------------------------
+
+RGSCA=REST_BASE_PHYS(  
+               RESU_GENE=GSCA,
+               INTERPOL='LIN',   
+               LIST_INST=L_RECU,
+               TOUT_CHAM='OUI',
+               MULT_APPUI='OUI',
+                      )
+                      
+# DEPLACEMENTS
+
+DPSCA=CREA_CHAMP(
+              TYPE_CHAM='NOEU_DEPL_R',
+              OPERATION='EXTR',
+              RESULTAT=RGSCA,
+              NOM_CHAM='DEPL',
+              TYPE_MAXI='MAXI',
+              TYPE_RESU='VALE',
+              TOUT_ORDRE='OUI'
+                     )
+                     
+TDPSCA=POST_RELEVE_T( 
+              ACTION=
+              _F( 
+            INTITULE = 'DEPL_MAX_A',
+            GROUP_NO='GNSTR01',                                         
+            CHAM_GD=DPSCA,            
+            TOUT_CMP='OUI',                            
+            OPERATION ='EXTRACTION',                           
+                     ),
+            )
+
+IMPR_TABLE(
+          TABLE=TDPSCA,
+         FORMAT='TABLEAU',
+               )
+               
+# EFFORTS               
+                
+RGSCA=CALC_ELEM(
+                reuse=RGSCA,
+                MODELE=MODELE,
+                CHAM_MATER=CHMATP,
+                CARA_ELEM=CARA,
+                OPTION=(
+                'EFGE_ELNO_DEPL',
+                  ),
+                RESULTAT=RGSCA,)
+                                                      
+EFSCA=CREA_CHAMP(
+              TYPE_CHAM='ELNO_SIEF_R',
+              OPERATION='EXTR',
+              RESULTAT=RGSCA,
+              NOM_CHAM='EFGE_ELNO_DEPL',
+              TYPE_MAXI='MAXI',
+              TYPE_RESU='VALE',
+              TOUT_ORDRE='OUI'
+                     )
+                     
+TEFSCA=POST_RELEVE_T( 
+              ACTION=
+              _F( 
+            INTITULE = 'EFGE_MAX_A',
+            GROUP_NO='GNSTR01',                                         
+            CHAM_GD=EFSCA,            
+            TOUT_CMP='OUI',                            
+            OPERATION ='EXTRACTION',                           
+                     ),
+            )
+IMPR_TABLE(
+          TABLE=TEFSCA,
+         FORMAT='TABLEAU',
+               )
+
+
+# RESTITUTION GRANDEURS RELATIVES
+#-------------------------------
+
+# DEPLACEMENTS
+
+RGSCR2=REST_BASE_PHYS(  
+               RESU_GENE=GSCA,
+               INTERPOL='LIN',   
+               LIST_INST=L_RECU,
+               TOUT_CHAM='OUI',               
+                      ) 
+                      
+DPSCR2=CREA_CHAMP(
+              TYPE_CHAM='NOEU_DEPL_R',
+              OPERATION='EXTR',
+              RESULTAT=RGSCR2,
+              NOM_CHAM='DEPL',
+              TYPE_MAXI='MAXI',
+              TYPE_RESU='VALE',
+              TOUT_ORDRE='OUI'
+                     )
+                     
+TDPSCR2=POST_RELEVE_T( 
+              ACTION=
+              _F( 
+            INTITULE = 'DEPL_MAX_R2',
+            GROUP_NO='GNSTR01',                                         
+            CHAM_GD=DPSCR2,            
+            TOUT_CMP='OUI',                            
+            OPERATION ='EXTRACTION',                           
+                     ),
+            )
+            
+IMPR_TABLE(
+          TABLE=TDPSCR2,
+         FORMAT='TABLEAU',
+               )
+
+# EFFORTS
+
+RGSCR2=CALC_ELEM(
+                reuse=RGSCR2,
+                MODELE=MODELE,
+                CHAM_MATER=CHMATP,
+                CARA_ELEM=CARA,
+                OPTION=(
+                'EFGE_ELNO_DEPL',
+                  ),
+                RESULTAT=RGSCR2,)
+                                                      
+EFSCR2=CREA_CHAMP(
+              TYPE_CHAM='ELNO_SIEF_R',
+              OPERATION='EXTR',
+              RESULTAT=RGSCR2,
+              NOM_CHAM='EFGE_ELNO_DEPL',
+              TYPE_MAXI='MAXI',
+              TYPE_RESU='VALE',
+              TOUT_ORDRE='OUI'
+                     )
+                     
+TEFSCR2=POST_RELEVE_T( 
+              ACTION=
+              _F( 
+            INTITULE = 'EFGE_MAX_R2',
+            GROUP_NO='GNSTR01',                                         
+            CHAM_GD=EFSCR2,            
+            TOUT_CMP='OUI',                            
+            OPERATION ='EXTRACTION',                           
+                     ),
+            )
+            
+IMPR_TABLE(
+          TABLE=TEFSCR2,
+         FORMAT='TABLEAU',
+               )
+
+###########################################################
+#------REPONSE SPECTRALE PAR SUPERPOSITION MODALE--------- 
+###########################################################
+
+# CALCUL DU SPECTRE DE REPONSE OSCILLATEUR EN PSEUDO ACCELERATION ABSOLUE
+# NAPPE SRO FONCTION DE AMORTISSEMENT
+#------------------------------------------------------------------------
+SROXY=CALC_FONCTION(
+                  SPEC_OSCI=_F(
+                     FONCTION=ACCELH1,
+                     AMOR_REDUIT=(0.02,0.05,0.10),                     
+                     NORME=9.81,
+                     ),
+                  )
+SROZ=CALC_FONCTION(
+                  SPEC_OSCI=_F(
+                     FONCTION=ACCELV1,
+                     AMOR_REDUIT=(0.02,0.05,0.10),                     
+                     NORME=9.81,
+                     ),
+                  )
+
+
+#-----------------------------------------------
+# REPONSE SPECTRALE SANS CORRECTION STATIQUE
+#-----------------------------------------------
+SPEC=COMB_SISM_MODAL(
+                       MODE_MECA=MODES,
+                       AMOR_REDUIT=0.02,
+                       MASS_INER=MASSINER,
+                       EXCIT=_F(
+                           MONO_APPUI='OUI',
+                           TRI_SPEC='OUI',
+                           SPEC_OSCI=(SROXY,SROXY,SROZ),
+                           ECHELLE=(9.81,9.81,9.81),),
+                       COMB_MODE=_F(TYPE='CQC',),
+                       COMB_DIRECTION=_F(  TYPE = 'QUAD',),
+                       OPTION=(
+                       'DEPL',
+                       'EFGE_ELNO_DEPL',
+                       ),
+                        )
+                        
+EFSPEC=POST_RELEVE_T( 
+              ACTION=
+              _F( 
+            INTITULE = 'EFGE_SPEC',
+            GROUP_NO='GNSTR01',                                         
+            RESULTAT=SPEC,
+            NOM_CHAM='EFGE_ELNO_DEPL',
+            NUME_ORDRE=4,            
+            TOUT_CMP='OUI',                            
+            OPERATION ='EXTRACTION',                           
+                     ),
+            )
+            
+IMPR_TABLE(
+          TABLE=EFSPEC,
+         FORMAT='TABLEAU',
+               )
+
+DPSPEC=POST_RELEVE_T( 
+              ACTION=
+              _F( 
+            INTITULE = 'DEPL_SPEC',
+            GROUP_NO='GNSTR01',                                         
+            RESULTAT=SPEC,
+            NOM_CHAM='DEPL',
+            NUME_ORDRE=4,            
+            TOUT_CMP='OUI',                            
+            OPERATION ='EXTRACTION',                           
+                     ),
+            )
+            
+IMPR_TABLE(
+          TABLE=DPSPEC,
+         FORMAT='TABLEAU',
+               )                        
+                
+
+
+FIN()
+
+
+                        
+
+
+

diff --git a/src/TestsEltsVisu/Nicolas/forma12c.simul b/src/TestsEltsVisu/Nicolas/forma12c.simul
new file mode 100644 (file)
index 0000000..7f66ef9
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/forma12c.simul
@@ -0,0 +1,17 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreCercle( GMEL0301  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.00711  ,  0.00711 )
+self.monObjetVisu.VisuPoutreCercle( GMEL0501  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL0601  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL0701  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL1001  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL1101  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL1201  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL1501  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL1701  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL1801  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL1901  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL2001  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL2101  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL2201  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.0034  ,  0.0034 )
+self.monObjetVisu.VisuPoutreCercle( GMEL2401  ,  CREUX  ,  CONSTANT  ,  0.08415  ,  0.08415  ,  0.00711  ,  0.00711 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Nicolas/pn.comm b/src/TestsEltsVisu/Nicolas/pn.comm
new file mode 100644 (file)
index 0000000..1c3426a
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/pn.comm
@@ -0,0 +1,26 @@
+
+
+DEBUT(CODE=_F(NOM='VIDE',
+              NIV_PUB_WEB='INTERNET',),);
+P1 = 3;
+
+P2 = 4;
+
+P3 = 2*P2;
+
+
+MA=LIRE_MAILLAGE();
+
+MODE=AFFE_MODELE(MAILLAGE=MA,
+                 AFFE=_F(TOUT='OUI',
+                         PHENOMENE='ACOUSTIQUE',
+                         MODELISATION='PLAN',),);
+
+eeeeee=AFFE_CARA_ELEM(MODELE=MODE,
+                      POUTRE=_F(GROUP_MA='eaae',
+                                SECTION='CERCLE',
+                                CARA='R',
+                                VALE=P3,),);
+
+FIN();
+#

diff --git a/src/TestsEltsVisu/Nicolas/sdll130b.92 b/src/TestsEltsVisu/Nicolas/sdll130b.92
new file mode 100644 (file)
index 0000000..dc0f290
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/sdll130b.92
@@ -0,0 +1,4100 @@
+ACS2C11 = DEFI_FONCTION (NOM_RESU = 'ACCE', NOM_PARA = 'INST',
+      VALE = (
+   .00000        ,  -3.12387E-02  ,
+  4.15039E-03    ,  -6.29952E-02  ,
+  8.30078E-03    ,  -6.32942E-02  ,
+  1.24512E-02    ,  -6.38159E-02  ,
+  1.66016E-02    ,  -6.44981E-02  ,
+  2.07520E-02    ,  -6.43186E-02  ,
+  2.49023E-02    ,  -6.23938E-02  ,
+  2.90527E-02    ,  -5.91999E-02  ,
+  3.32031E-02    ,  -5.61383E-02  ,
+  3.73535E-02    ,  -5.39253E-02  ,
+  4.15039E-02    ,  -5.17844E-02  ,
+  4.56543E-02    ,  -4.82410E-02  ,
+  4.98047E-02    ,  -4.24395E-02  ,
+  5.39551E-02    ,  -3.47907E-02  ,
+  5.81055E-02    ,  -2.68043E-02  ,
+  6.22559E-02    ,  -2.03270E-02  ,
+  6.64063E-02    ,  -1.62969E-02  ,
+  7.05566E-02    ,  -1.38300E-02  ,
+  7.47070E-02    ,  -1.10494E-02  ,
+  7.88574E-02    ,  -7.49571E-03  ,
+  8.30078E-02    ,  -5.34611E-03  ,
+  8.71582E-02    ,  -7.16002E-03  ,
+  9.13086E-02    ,  -1.22352E-02  ,
+  9.54590E-02    ,  -1.63707E-02  ,
+  9.96094E-02    ,  -1.60931E-02  ,
+   .10376        ,  -1.22130E-02  ,
+   .10791        ,  -7.74175E-03  ,
+   .11206        ,  -2.74535E-03  ,
+   .11621        ,   6.33646E-03  ,
+   .12036        ,   2.08856E-02  ,
+   .12451        ,   3.53533E-02  ,
+   .12866        ,   4.12323E-02  ,
+   .13281        ,   3.63709E-02  ,
+   .13696        ,   2.81181E-02  ,
+   .14111        ,   2.53468E-02  ,
+   .14526        ,   2.82877E-02  ,
+   .14941        ,   2.84089E-02  ,
+   .15356        ,   1.84813E-02  ,
+   .15771        ,   6.56667E-04  ,
+   .16187        ,  -1.66667E-02  ,
+   .16602        ,  -2.84910E-02  ,
+   .17017        ,  -3.75646E-02  ,
+   .17432        ,  -4.92603E-02  ,
+   .17847        ,  -6.42761E-02  ,
+   .18262        ,  -7.76452E-02  ,
+   .18677        ,  -8.39594E-02  ,
+   .19092        ,  -8.22002E-02  ,
+   .19507        ,  -7.57528E-02  ,
+   .19922        ,  -6.90032E-02  ,
+   .20337        ,  -6.42172E-02  ,
+   .20752        ,  -6.08311E-02  ,
+   .21167        ,  -5.72610E-02  ,
+   .21582        ,  -5.37466E-02  ,
+   .21997        ,  -5.31959E-02  ,
+   .22412        ,  -5.79437E-02  ,
+   .22827        ,  -6.53073E-02  ,
+   .23242        ,  -6.84400E-02  ,
+   .23657        ,  -6.40098E-02  ,
+   .24072        ,  -5.82509E-02  ,
+   .24487        ,  -6.18757E-02  ,
+   .24902        ,  -7.74792E-02  ,
+   .25317        ,  -9.51274E-02  ,
+   .25732        ,   -.10421      ,
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+   16.689        ,  -6.81596E-02  ,
+   16.693        ,  -6.42424E-02  ,
+   16.697        ,  -5.39447E-02  ,
+   16.701        ,  -3.98144E-02  ,
+   16.705        ,  -2.78008E-02  ,
+   16.709        ,  -1.90096E-02  ,
+   16.714        ,  -7.90277E-03  ,
+   16.718        ,   9.66392E-03  ,
+   16.722        ,   2.89116E-02  ,
+   16.726        ,   3.98775E-02  ,
+   16.730        ,   3.87465E-02  ,
+   16.734        ,   3.26887E-02  ,
+   16.739        ,   3.17997E-02  ,
+   16.743        ,   3.77684E-02  ,
+   16.747        ,   4.26899E-02  ,
+   16.751        ,   3.86817E-02  ,
+   16.755        ,   2.63743E-02  ,
+   16.759        ,   1.31074E-02  ,
+   16.763        ,   4.60296E-03  ,
+   16.768        ,   3.05492E-04  ,
+   16.772        ,  -3.72104E-03  ,
+   16.776        ,  -9.51099E-03  ,
+   16.780        ,  -1.56626E-02  ,
+   16.784        ,  -1.98667E-02  ,
+   16.788        ,  -2.17837E-02  ,
+   16.792        ,  -2.37133E-02  ,
+   16.797        ,  -2.91234E-02  ,
+   16.801        ,  -4.00858E-02  ,
+   16.805        ,  -5.51584E-02  ,
+   16.809        ,  -6.99119E-02  ,
+   16.813        ,  -8.08008E-02  ,
+   16.817        ,  -8.90348E-02  ,
+   16.822        ,  -9.95269E-02  ,
+   16.826        ,   -.11489      ,
+   16.830        ,   -.13115      ,
+   16.834        ,   -.14106      ,
+   16.838        ,   -.14209      ,
+   16.842        ,   -.13967      ,
+   16.846        ,   -.14128      ,
+   16.851        ,   -.14806      ,
+   16.855        ,   -.15394      ,
+   16.859        ,   -.15299      ,
+   16.863        ,   -.14629      ,
+   16.867        ,   -.14026      ,
+   16.871        ,   -.13934      ,
+   16.875        ,   -.14179      ,
+   16.880        ,   -.14253      ,
+   16.884        ,   -.13877      ,
+   16.888        ,   -.13173      ,
+   16.892        ,   -.12419      ,
+   16.896        ,   -.11754      ,
+   16.900        ,   -.11157      ,
+   16.905        ,   -.10560      ,
+   16.909        ,  -9.91934E-02  ,
+   16.913        ,  -9.20716E-02  ,
+   16.917        ,  -8.43208E-02  ,
+   16.921        ,  -7.66979E-02  ,
+   16.925        ,  -7.02261E-02  ,
+   16.929        ,  -6.53295E-02  ,
+   16.934        ,  -6.16487E-02  ,
+   16.938        ,  -5.87088E-02  ,
+   16.942        ,  -5.63148E-02  ,
+   16.946        ,  -5.41180E-02  ,
+   16.950        ,  -5.13630E-02  ,
+   16.954        ,  -4.76902E-02  ,
+   16.958        ,  -4.40145E-02  ,
+   16.963        ,  -4.18910E-02  ,
+   16.967        ,  -4.17527E-02  ,
+   16.971        ,  -4.22488E-02  ,
+   16.975        ,  -4.17191E-02  ,
+   16.979        ,  -4.00230E-02  ,
+   16.983        ,  -3.84437E-02  ,
+   16.988        ,  -3.79524E-02  ,
+   16.992        ,  -3.81786E-02  ,
+   16.996        ,  -1.93047E-02  ,
+   ),
+  )

diff --git a/src/TestsEltsVisu/Nicolas/sdll130b.comm b/src/TestsEltsVisu/Nicolas/sdll130b.comm
new file mode 100755 (executable)
index 0000000..f96f20c
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/sdll130b.comm
@@ -0,0 +1,298 @@
+# MODIF  DATE 08/11/2004   AUTEUR LEBOUVIE F.LEBOUVIER 
+# TITRE  REPONSE SISMIQUE D'UNE POUTRE EN BETON ARME RECTANGULAIRE
+#            CONFIGURATION MANAGEMENT OF EDF VERSION
+# ======================================================================
+# COPYRIGHT (C) 1991 - 2002  EDF R&D                  WWW.CODE-ASTER.ORG
+# THIS PROGRAM IS FREE SOFTWARE; YOU CAN REDISTRIBUTE IT AND/OR MODIFY  
+# IT UNDER THE TERMS OF THE GNU GENERAL PUBLIC LICENSE AS PUBLISHED BY  
+# THE FREE SOFTWARE FOUNDATION; EITHER VERSION 2 OF THE LICENSE, OR     
+# (AT YOUR OPTION) ANY LATER VERSION.                                                    
+#                                                                       
+# THIS PROGRAM IS DISTRIBUTED IN THE HOPE THAT IT WILL BE USEFUL, BUT   
+# WITHOUT ANY WARRANTY; WITHOUT EVEN THE IMPLIED WARRANTY OF            
+# MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SEE THE GNU      
+# GENERAL PUBLIC LICENSE FOR MORE DETAILS.                              
+#                                                                       
+# YOU SHOULD HAVE RECEIVED A COPY OF THE GNU GENERAL PUBLIC LICENSE     
+# ALONG WITH THIS PROGRAM; IF NOT, WRITE TO EDF R&D CODE_ASTER,         
+#    1 AVENUE DU GENERAL DE GAULLE, 92141 CLAMART CEDEX, FRANCE.        
+# ======================================================================
+#        ELEMENT POU_D_EM COMPORTEMENT LINEAIRE
+#
+DEBUT(CODE=_F( NOM = 'SDLL130B',NIV_PUB_WEB='INTERNET'))
+# REPONSE SISMIQUE D'UNE POUTRE A COMPORTEMENT LINEAIRE (POU_D_EM)
+
+# LECTURE DU SEISME
+INCLUDE(UNITE=92,);
+
+# LECTURE MAILLAGE LINEIQUE
+PRE_GIBI();
+POUT=LIRE_MAILLAGE();
+
+# LECTURE MAILLAGE SECTION1
+PRE_GIBI(UNITE_GIBI=18, UNITE_MAILLAGE=21,);
+MASEC=LIRE_MAILLAGE(UNITE=21,);
+
+# ON ENRICHIT LE MAILLAGE LINEIQUE EN MULTIPLIANT LES LIGNES
+MAPOU=CREA_MAILLAGE(MAILLAGE=POUT,
+                    CREA_GROUP_MA=_F(NOM='POU_AC',
+                                     TOUT='OUI',
+                                     PREF_MAILLE='A',
+                                     PREF_NUME=100,),);
+
+MAPOU=DEFI_GROUP(reuse =MAPOU,
+                 MAILLAGE=MAPOU,
+                 CREA_GROUP_NO=_F(GROUP_MA='POUTRE',
+                                  NOM='TOUS_NO',),
+                 INFO=1,);
+
+MOPOU=AFFE_MODELE(MAILLAGE=MAPOU,
+                  AFFE=_F(TOUT='OUI',
+                          PHENOMENE='MECANIQUE',
+                          MODELISATION='POU_D_EM',),);
+# LES MATERIAUX
+#
+
+
+BETON=DEFI_MATERIAU(ELAS=_F(E=3.7272000000E10,
+                            NU=0.0,
+                            RHO=2400.0,
+                            AMOR_ALPHA=8.5000000000000006E-05,
+                            AMOR_BETA=18.984999999999999,),);
+
+ACIER=DEFI_MATERIAU(ELAS=_F(E=2.E11,
+                            NU=0.0,
+                            RHO=7800.0,
+                            AMOR_ALPHA=8.5000000000000006E-05,
+                            AMOR_BETA=18.984999999999999,),);
+#
+# LES CHAMPS DE MATERIAUX
+#
+
+
+CHMAT=AFFE_MATERIAU(MAILLAGE=MAPOU,
+                    AFFE=(_F(GROUP_MA='POUTRE',
+                             MATER=BETON,),
+                          _F(GROUP_MA='POU_AC',
+                             MATER=ACIER,),),);
+#
+# ORIENTATIONS ET RIGIDITE DE TORSION
+#
+
+
+POUCA=AFFE_CARA_ELEM(MODELE=MOPOU,
+                     POUTRE=_F(GROUP_MA=('POUTRE','POU_AC'),
+                               SECTION='RECTANGLE',
+                               PREC_AIRE=1.71e-2,
+                               PREC_INERTIE=2.948e-1,
+                               CARA=('HY','HZ'),
+                               VALE=(0.20000000000000001,0.5),),
+                     ORIENTATION=_F(GROUP_MA=('POUTRE','POU_AC'),
+                                    CARA='ANGL_VRIL',
+                                    VALE=-90.0,),
+           AFFE_SECT = _F( GROUP_MA = 'POUTRE', NOM='BETON',
+                           MAILLAGE_SECT = MASEC, TOUT_SECT = 'OUI',
+                           COOR_AXE_POUTRE = (0., 0.,),),
+           AFFE_FIBRE = _F( GROUP_MA = 'POU_AC', CARA = 'DIAMETRE',
+                            NOM='ARMATURE' ,COOR_AXE_POUTRE = (0.,0.,),
+                            VALE =( 0.066, -0.218, 32.E-3,
+                                   -0.066, -0.218, 32.E-3,
+                                    0.066, 0.218, 8.E-3,
+                                   -0.066, 0.218, 8.E-3,),),
+
+                                    );
+
+
+
+
+BLOCAGE=AFFE_CHAR_MECA(MODELE=MOPOU,
+                       DDL_IMPO=(_F(GROUP_NO='A',
+                                    DX=0.0,
+                                    DY=0.0,),
+                                 _F(GROUP_NO='B',
+                                    DY=0.0,),
+                                 _F(GROUP_NO='TOUS_NO',
+                                    DZ=0.0,
+                                    DRX=0.0,
+                                    DRY=0.0,),),);
+
+
+
+
+RIGI_ELE=CALC_MATR_ELEM(OPTION='RIGI_MECA',
+                        MODELE=MOPOU,
+                        CHAM_MATER=CHMAT,
+                        CARA_ELEM=POUCA,
+                        CHARGE=BLOCAGE,);
+
+MASS_ELE=CALC_MATR_ELEM(OPTION='MASS_MECA',
+                        MODELE=MOPOU,
+                        CHAM_MATER=CHMAT,
+                        CARA_ELEM=POUCA,
+                        CHARGE=BLOCAGE,);
+
+AMOR_ELE=CALC_MATR_ELEM(OPTION='AMOR_MECA',
+                        MODELE=MOPOU,
+                        CARA_ELEM=POUCA,
+                        CHAM_MATER=CHMAT,
+                        RIGI_MECA=RIGI_ELE,
+                        MASS_MECA=MASS_ELE,
+                        CHARGE=BLOCAGE,);
+#
+#
+
+
+NUME_DDL=NUME_DDL(MATR_RIGI=RIGI_ELE,
+                  METHODE='LDLT',
+                  RENUM='SANS',);
+#
+#
+
+
+RIGIDITE=ASSE_MATRICE(MATR_ELEM=RIGI_ELE,
+                      NUME_DDL=NUME_DDL,);
+
+MASSE=ASSE_MATRICE(MATR_ELEM=MASS_ELE,
+                   NUME_DDL=NUME_DDL,);
+
+AMORT=ASSE_MATRICE(MATR_ELEM=AMOR_ELE,
+                   NUME_DDL=NUME_DDL,);
+
+MODE_MEC=MODE_ITER_SIMULT(MATR_A=RIGIDITE,
+                          MATR_B=MASSE,
+                          CALC_FREQ=_F(OPTION='PLUS_PETITE',
+                                       NMAX_FREQ=3,),);
+# ON DEFINIT L'ACCELEROGRAMME DU SEISME
+#
+
+
+ACCELERO=CALC_FONCTION(COMB=_F(FONCTION=ACS2C11,
+                               COEF=137.0,),);
+#
+#
+
+
+DIRSEISM=CALC_CHAR_SEISME(MATR_MASS=MASSE,
+                          DIRECTION=(0.0,-1.0,0.0),
+                          MONO_APPUI='OUI',);
+# CALCUL DYNAMIQUE LINEAIRE TRANSITOIRE
+#
+
+
+LINST=DEFI_LIST_REEL(DEBUT=0.0,
+                     INTERVALLE=_F(JUSQU_A=5.0,
+                                   NOMBRE=500,),);
+
+U1=DYNA_LINE_TRAN(MATR_MASS=MASSE,
+                  MATR_RIGI=RIGIDITE,
+                  MATR_AMOR=AMORT,
+                  NEWMARK=_F(),
+                  EXCIT=_F(VECT_ASSE=DIRSEISM,
+                           FONC_MULT=ACCELERO,),
+                  INCREMENT=_F(LIST_INST=LINST,),);
+
+U1=CALC_ELEM(reuse =U1,
+             MODELE=MOPOU,
+             CHAM_MATER=CHMAT,
+             CARA_ELEM=POUCA,
+             TOUT='OUI',
+             TOUT_ORDRE='OUI',
+             OPTION='SIEF_ELGA_DEPL',
+             RESULTAT=U1,);
+
+U1=CALC_NO(reuse =U1,
+           MODELE=MOPOU,
+           RESULTAT=U1,
+           TOUT_ORDRE='OUI',
+           OPTION='REAC_NODA',
+           CHAM_MATER=CHMAT,
+           CARA_ELEM=POUCA,
+           TOUT='OUI',);
+
+# QUELQUES TEST DE RESULTATS, REFERENCE SDLL130A
+TEST_RESU(RESU=(_F(RESULTAT=MODE_MEC,
+                   NUME_MODE=1,
+                   PARA='FREQ',
+                   VALE=37.602600000000002,
+                   PRECISION=6.0000000000000001E-3,
+                   REFERENCE='AUTRE_ASTER',),
+                _F(RESULTAT=MODE_MEC,
+                   NUME_MODE=2,
+                   PARA='FREQ',
+                   VALE=150.411,
+                   PRECISION=1.0000000000000001E-2,
+                   REFERENCE='AUTRE_ASTER',),
+                _F(RESULTAT=MODE_MEC,
+                   NUME_MODE=3,
+                   PARA='FREQ',
+                   VALE=197.09100000000001,
+                   PRECISION=0.017000000000000001,
+                   REFERENCE='AUTRE_ASTER',),
+                _F(RESULTAT=U1,
+                   NUME_ORDRE=100,
+                   NOM_CHAM='REAC_NODA',
+                   NOM_CMP='DY',
+                   GROUP_NO='A',
+                   VALE=1.8878E4,
+                   PRECISION=0.021999999999999999,
+                   REFERENCE='AUTRE_ASTER',),
+                _F(RESULTAT=U1,
+                   NUME_ORDRE=100,
+                   NOM_CHAM='DEPL',
+                   NOM_CMP='DY',
+                   GROUP_NO='C',
+                   VALE=-6.0693599999999998E-4,
+                   PRECISION=0.014,
+                   REFERENCE='AUTRE_ASTER',),
+                _F(RESULTAT=U1,
+                   NUME_ORDRE=200,
+                   NOM_CHAM='REAC_NODA',
+                   NOM_CMP='DY',
+                   GROUP_NO='A',
+                   VALE=6.3393E4,
+                   PRECISION=0.02,
+                   REFERENCE='AUTRE_ASTER',),
+                _F(RESULTAT=U1,
+                   NUME_ORDRE=200,
+                   NOM_CHAM='DEPL',
+                   NOM_CMP='DY',
+                   GROUP_NO='C',
+                   VALE=-2.3507300000000001E-3,
+                   PRECISION=1.E-2,
+                   REFERENCE='AUTRE_ASTER',),
+                _F(RESULTAT=U1,
+                   NUME_ORDRE=268,
+                   NOM_CHAM='REAC_NODA',
+                   NOM_CMP='DY',
+                   GROUP_NO='A',
+                   VALE=-2.32223E5,
+                   PRECISION=0.035000000000000003,
+                   REFERENCE='AUTRE_ASTER',),
+                _F(RESULTAT=U1,
+                   NUME_ORDRE=268,
+                   NOM_CHAM='DEPL',
+                   NOM_CMP='DY',
+                   GROUP_NO='C',
+                   VALE=8.5790399999999996E-3,
+                   PRECISION=0.021999999999999999,
+                   REFERENCE='AUTRE_ASTER',),
+                _F(RESULTAT=U1,
+                   NUME_ORDRE=468,
+                   NOM_CHAM='REAC_NODA',
+                   NOM_CMP='DY',
+                   GROUP_NO='A',
+                   VALE=2.46923E5,
+                   PRECISION=0.029999999999999999,
+                   REFERENCE='AUTRE_ASTER',),
+                _F(RESULTAT=U1,
+                   NUME_ORDRE=468,
+                   NOM_CHAM='DEPL',
+                   NOM_CMP='DY',
+                   GROUP_NO='C',
+                   VALE=-9.1083999999999991E-3,
+                   PRECISION=0.02,
+                   REFERENCE='AUTRE_ASTER',),),);
+
+FIN();
+#
+#

diff --git a/src/TestsEltsVisu/Nicolas/sdll130b.simul b/src/TestsEltsVisu/Nicolas/sdll130b.simul
new file mode 100644 (file)
index 0000000..2e77606
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/sdll130b.simul
@@ -0,0 +1,4 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreRectangle( POUTRE , POU_AC  ,  PLEIN  ,  CONSTANT  ,  0  ,  0  ,  0  ,  0  ,  0.2  ,  0.5  ,  0.2  ,  0.5  ,  0,  0  ,  0  ,  0  )
+self.monObjetVisu.Orientation( POUTRE , POU_AC , 0 , 0 , 0 , 0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Nicolas/ssls109c.comm b/src/TestsEltsVisu/Nicolas/ssls109c.comm
new file mode 100755 (executable)
index 0000000..dd82b9f
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/ssls109c.comm
@@ -0,0 +1,836 @@
+# MODIF  DATE 31/08/2004   AUTEUR JMBHH01 J.M.PROIX 
+#-----------------------------------------------------------------------
+# TITRE VALIDATION DU MODELE GRILLE EN ELASTICITE LINEAIRE
+#            CONFIGURATION MANAGEMENT OF EDF VERSION
+# ======================================================================
+# COPYRIGHT (C) 1991 - 2004  EDF R&D                  WWW.CODE-ASTER.ORG
+# THIS PROGRAM IS FREE SOFTWARE; YOU CAN REDISTRIBUTE IT AND/OR MODIFY  
+# IT UNDER THE TERMS OF THE GNU GENERAL PUBLIC LICENSE AS PUBLISHED BY  
+# THE FREE SOFTWARE FOUNDATION; EITHER VERSION 2 OF THE LICENSE, OR     
+# (AT YOUR OPTION) ANY LATER VERSION.                                                    
+#                                                                       
+# THIS PROGRAM IS DISTRIBUTED IN THE HOPE THAT IT WILL BE USEFUL, BUT   
+# WITHOUT ANY WARRANTY; WITHOUT EVEN THE IMPLIED WARRANTY OF            
+# MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SEE THE GNU      
+# GENERAL PUBLIC LICENSE FOR MORE DETAILS.                              
+#                                                                       
+# YOU SHOULD HAVE RECEIVED A COPY OF THE GNU GENERAL PUBLIC LICENSE     
+# ALONG WITH THIS PROGRAM; IF NOT, WRITE TO EDF R&D CODE_ASTER,         
+#    1 AVENUE DU GENERAL DE GAULLE, 92141 CLAMART CEDEX, FRANCE.        
+# ======================================================================
+# PLAQUE D BETON AVEC DEUX NAPPES D'ARMATURE
+#-----------------------------------------------------------------------
+DEBUT(    CODE=_F(  NOM = 'SSLS109C',NIV_PUB_WEB='INTERNET') )
+
+
+MAILL1=LIRE_MAILLAGE(   )
+
+
+
+MAILL2=CREA_MAILLAGE( 
+               MAILLAGE=MAILL1,
+               CREA_GROUP_MA=_F( 
+                   NOM = 'GEOB1',  
+                   GROUP_MA = 'GEOB',  
+                   PREF_MAILLE = 'B',  
+                              )
+                           )
+
+
+MAILTOT=CREA_MAILLAGE( 
+               MAILLAGE=MAILL2,
+               CREA_GROUP_MA=_F( 
+                   NOM = 'GEOB2',  
+                   GROUP_MA = 'GEOB',  
+                   PREF_MAILLE = 'C',  
+                              )
+                           )
+
+
+
+
+#
+# -----------------------------------------------------
+# DEFINITION DES MATERIAUX
+# -----------------------------------------------------
+#
+
+
+ACIER=DEFI_MATERIAU(  ELAS=_F(  E = 1.E11,       NU = 0., ) ,
+                          )
+
+BETON=DEFI_MATERIAU(  ELAS=_F(  E = 1.E9,       NU = 0., ) ,
+                          )
+
+#
+# -------------------------------------------------
+# AFFECTATION DES MATERIAUX 
+# -------------------------------------------------
+#
+MATAF=AFFE_MATERIAU(    MAILLAGE=MAILTOT,AFFE=(
+                          _F(  GROUP_MA = ('GEOB'),    
+                                 MATER = BETON,  
+                               ),
+                          _F(  GROUP_MA = ('GEOB1','GEOB2'),    
+                                 MATER = ACIER,  
+                               ),
+                               ) 
+                      )
+
+#
+# -------------------------------------------------
+# AFFECTATION DES MODELES 
+# -------------------------------------------------
+#
+MODGRIL=AFFE_MODELE(    MAILLAGE=MAILTOT,     VERIF='MAILLE',
+               AFFE=( 
+                        _F(  GROUP_MA = ('GEOB1','GEOB2'),     
+                               MODELISATION = 'GRILLE',  
+                               PHENOMENE = 'MECANIQUE',   
+                             ),
+                         _F(  GROUP_MA = ('GEOB','BORD1'),     
+                               MODELISATION = 'DKT',  
+                               PHENOMENE = 'MECANIQUE',   
+                             ),
+                             )
+                      )
+                      
+MODDKT=AFFE_MODELE(    MAILLAGE=MAILTOT,     VERIF='MAILLE',AFFE=( 
+                        _F(  GROUP_MA = ('GEOB','GEOB1','GEOB2'),     
+                               MODELISATION = 'DKT',  
+                               PHENOMENE = 'MECANIQUE',
+                               ),   
+                         _F(  GROUP_MA = ('BORD1'),     
+                               MODELISATION = 'DKT',  
+                               PHENOMENE = 'MECANIQUE',   
+                             ),
+                             )
+                      )
+
+EP=0.001
+EPB=0.2
+
+# -------------------------------------------------
+# AFFECTATION DES CARACTERISTIQUES 
+# -------------------------------------------------
+#
+CARAGRIL=AFFE_CARA_ELEM(    MODELE=MODGRIL,
+                COQUE=(
+                       _F( GROUP_MA = ('GEOB', 'BORD1',),  
+                                EPAIS = EPB,    
+                                ANGL_REP = (0.0, 0.0,),    
+                             ),
+                             ),
+               GRILLE=(
+                       _F( GROUP_MA = 'GEOB1',
+                                SECTION = EP,    
+                                ANGL_REP = (0.0, 0.0,),     
+                                EXCENTREMENT = -.09,
+                                ),
+                       _F( GROUP_MA = 'GEOB2',
+                                SECTION = EP,    
+                                ANGL_REP = (0.0, 0.0,),    
+                                EXCENTREMENT = .09,
+                             ), 
+                        ))
+
+CARADKT=AFFE_CARA_ELEM(    MODELE=MODDKT,
+                COQUE=(
+                       _F( GROUP_MA = ('GEOB', 'BORD1',),  
+                                EPAIS = EPB,    
+                                ANGL_REP = (0.0, 0.0,),     
+                                ),
+                       _F( GROUP_MA = 'GEOB1',   
+                                EPAIS = EP,    
+                                ANGL_REP = (0.0, 0.0,),    
+                                EXCENTREMENT = -.09,
+                                INER_ROTA='OUI'
+                             ),
+                       _F( GROUP_MA = 'GEOB2',
+                                EPAIS = EP,    
+                                ANGL_REP = (0.0, 0.0,),    
+                                EXCENTREMENT = .09,
+                                INER_ROTA='OUI'
+                             ), 
+                        ))
+
+#
+# -------------------------------------------------
+# AFFECTATION DU CHARGEMENT 
+# -------------------------------------------------
+
+CHARGRIL=AFFE_CHAR_MECA(    MODELE=MODGRIL,DDL_IMPO=(
+              _F( NOEUD = ('NO1','NO4'),   
+                  DX = 0.,    DY = 0.,    DZ = 0.,
+                  DRX = 0.,   DRY = 0.,   DRZ = 0., 
+                       ),
+                       # jmp
+               _F( NOEUD = ('NO3','NO5','NO2'),  DRZ = 0., DRX=0., DY=0.,
+                       ),
+                       ),
+              FORCE_ARETE=_F(GROUP_MA='BORD1',FZ=1)
+                         )
+
+#
+CHARDKT=AFFE_CHAR_MECA(    MODELE=MODDKT,DDL_IMPO=(
+              _F( NOEUD = ('NO1','NO4'),   
+                  DX = 0.,    DY = 0.,    DZ = 0.,
+                  DRX = 0.,   DRY = 0.,   DRZ = 0., 
+                       ),
+                       # jmp
+               _F( NOEUD = ('NO3','NO5','NO2'),  DRZ = 0., DRX=0., DY=0.,
+                       ),
+                       ),
+              FORCE_ARETE=_F(GROUP_MA='BORD1',FZ=1)
+                         )
+
+#
+# -------------------------------------------------
+# CALCUL MECANIQUE STATIQUE LINEAIRE  GRILLES
+# -------------------------------------------------
+#
+
+RESGRIL1=MECA_STATIQUE(    MODELE=MODGRIL,       CHAM_MATER=MATAF,
+                               CARA_ELEM=CARAGRIL,
+                               EXCIT=_F(  CHARGE = CHARGRIL,    )       )
+
+RESGRIL1=CALC_ELEM(reuse=RESGRIL1,     RESULTAT=RESGRIL1,        
+                             OPTION='EFGE_ELNO_DEPL' )
+
+RESGRIL1=CALC_ELEM(reuse=RESGRIL1,     RESULTAT=RESGRIL1,       
+                             OPTION='SIGM_ELNO_DEPL' )
+
+
+RESGRIL1=CALC_NO(  reuse=RESGRIL1,   RESULTAT=RESGRIL1,
+                               TOUT='OUI',
+                               OPTION='FORC_NODA',)
+
+
+RESGRIL1=CALC_ELEM(reuse=RESGRIL1,     RESULTAT=RESGRIL1,        
+                             OPTION='EPSI_ELNO_DEPL' )
+
+RESGRIL1=CALC_ELEM(reuse=RESGRIL1,     RESULTAT=RESGRIL1,        
+                             OPTION='DEGE_ELNO_DEPL' )
+
+RESGRIL1=CALC_ELEM(reuse=RESGRIL1,     RESULTAT=RESGRIL1,        
+                             OPTION='SIEF_ELNO_ELGA' )
+
+#
+
+# --------------------------------------------------------
+# CALCUL MECANIQUE STATIQUE LINEAIRE STAT_NON_LINE GRILLES
+# --------------------------------------------------------
+#
+
+LINST=DEFI_LIST_REEL(   DEBUT=0.,INTERVALLE=(
+                             _F( JUSQU_A = 1.00,   NOMBRE = 1,   ),))
+                         
+RESGRIL2=STAT_NON_LINE(    MODELE=MODGRIL,       CHAM_MATER=MATAF,
+                               CARA_ELEM=CARAGRIL,
+                               EXCIT=_F(  CHARGE = CHARGRIL   ) ,
+                          NEWTON=_F(REAC_ITER=1,
+                       #   PREDICTION='ELASTIQUE'
+                          ),
+                               INCREMENT=_F(LIST_INST = LINST),
+                               COMP_INCR=_F(RELATION = 'ELAS' ,
+                               ALGO_1D='DEBORST'),)
+
+RESGRIL2=CALC_NO(  reuse=RESGRIL2,   RESULTAT=RESGRIL2,
+                               TOUT='OUI',
+                               OPTION='FORC_NODA', )
+
+RESGRIL2=CALC_ELEM(reuse=RESGRIL2,     RESULTAT=RESGRIL2,        
+                             OPTION='SIEF_ELNO_ELGA' )
+
+RESGRIL2=CALC_ELEM(reuse=RESGRIL2,     RESULTAT=RESGRIL2,        
+                             OPTION='SIGM_ELNO_COQU' )
+
+
+RESGRIL2=CALC_ELEM(reuse=RESGRIL2,     RESULTAT=RESGRIL2,        
+                             OPTION='EPSI_ELNO_DEPL' )
+
+RESGRIL2=CALC_ELEM(reuse=RESGRIL2,     RESULTAT=RESGRIL2,        
+                             OPTION='DEGE_ELNO_DEPL' )
+
+#
+# -------------------------------------------------
+# CALCUL MECANIQUE STATIQUE LINEAIRE DKT
+# -------------------------------------------------
+#
+
+RESUDKT=MECA_STATIQUE(    MODELE=MODDKT,       CHAM_MATER=MATAF,
+                               CARA_ELEM=CARADKT,
+                               EXCIT=_F(  CHARGE = CHARDKT,    )       )
+
+RESUDKT=CALC_ELEM(reuse=RESUDKT,     RESULTAT=RESUDKT,        
+                             OPTION='EFGE_ELNO_DEPL' )
+
+RESUDKT=CALC_ELEM(reuse=RESUDKT,     RESULTAT=RESUDKT,       
+                             OPTION='SIGM_ELNO_DEPL' )
+
+
+#RESUDKT=CALC_NO(  reuse=RESUDKT,   RESULTAT=RESUDKT,
+#                               TOUT='OUI',
+#                               OPTION='FORC_NODA',)
+
+
+RESUDKT=CALC_ELEM(reuse=RESUDKT,     RESULTAT=RESUDKT,        
+                             OPTION='DEGE_ELNO_DEPL' )
+
+#RESUDKT=CALC_ELEM(reuse=RESUDKT,     RESULTAT=RESUDKT,        
+#                             OPTION='SIEF_ELNO_ELGA' )
+
+#
+
+
+IMPR_RESU(RESU=_F(RESULTAT=RESGRIL1))
+#
+IMPR_RESU(RESU=_F(RESULTAT=RESGRIL2))
+#
+IMPR_RESU(RESU=_F(RESULTAT=RESUDKT))
+
+
+TEST_RESU(RESU=(
+
+# -- TEST SUR LES DEPLACEMENTS ET LES ROTATIONS
+             
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'DEPL',  
+                NOEUD = 'NO2',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='NON_REGRESSION',VALE= 1.56354E-07,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'DEPL',  
+                NOEUD = 'NO3',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='NON_REGRESSION',VALE= 1.56354E-07,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'DEPL',  
+                NOEUD = 'NO2',      
+                NOM_CMP = 'DRY',   
+                REFERENCE='NON_REGRESSION',VALE= -2.18657E-07,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'DEPL',  
+                NOEUD = 'NO3',      
+                NOM_CMP = 'DRY',   
+                REFERENCE='NON_REGRESSION',VALE= -2.18657E-07,       
+                ),
+
+
+# -- TEST SUR LES FORCES NODALES
+
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                 NOEUD = 'NO1',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='ANALYTIQUE',VALE= -0.5,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                  NOEUD = 'NO2',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='ANALYTIQUE',VALE=0.5,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                NOEUD = 'NO3',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='ANALYTIQUE',VALE=0.5,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                NOEUD = 'NO4',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='ANALYTIQUE',VALE=-0.5,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                NOEUD = 'NO1',      
+                NOM_CMP = 'DRY',   
+                REFERENCE='ANALYTIQUE',VALE=0.5,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                NOEUD = 'NO4',      
+                NOM_CMP = 'DRY',   
+                REFERENCE='ANALYTIQUE',VALE=0.5,       
+                ),
+                
+# -- TEST SUR LES EFFORTS 
+#               MAILLE DKT  
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='MA4',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'MXX',   
+                REFERENCE='NON_REGRESSION',VALE= -0.297,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='MA4',
+                NOEUD = 'NO4',      
+                NOM_CMP = 'MXX',   
+                REFERENCE='NON_REGRESSION',VALE=-0.297,       
+                ),
+                
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='MA1',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'MXX',   
+                REFERENCE='NON_REGRESSION',VALE= -3.33876E-01,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='MA3',
+                NOEUD = 'NO4',      
+                NOM_CMP = 'MXX',   
+                REFERENCE='NON_REGRESSION',VALE=-3.33876E-01,       
+                ),
+                
+                # GRILLES
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='BMA4',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=4.01305E+00,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='BMA4',
+                NOEUD = 'NO4',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=4.01305E+00,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='CMA4',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=-4.01305E+00,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='CMA4',
+                NOEUD = 'NO4',     
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=-4.01305E+00,       
+                ),
+
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='BMA1',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=4.50733E+00,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='BMA3',
+                NOEUD = 'NO4',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=4.50733E+00,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='CMA1',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=-4.50733E+00,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL1,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='CMA3',
+                NOEUD = 'NO4',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=-4.50733E+00,       
+                ),
+
+                )
+              )
+
+
+
+
+
+
+
+# TEST STAT_NON_LINE
+
+TEST_RESU(RESU=(
+
+# -- TEST SUR LES DEPLACEMENTS ET LES ROTATIONS
+             
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'DEPL',  
+                NOEUD = 'NO2',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='NON_REGRESSION',VALE= 1.56354E-07,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'DEPL',  
+                NOEUD = 'NO3',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='NON_REGRESSION',VALE= 1.56354E-07,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'DEPL',  
+                NOEUD = 'NO2',      
+                NOM_CMP = 'DRY',   
+                REFERENCE='NON_REGRESSION',VALE= -2.18657E-07,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'DEPL',  
+                NOEUD = 'NO3',      
+                NOM_CMP = 'DRY',   
+                REFERENCE='NON_REGRESSION',VALE= -2.18657E-07,       
+                ),
+
+
+# -- TEST SUR LES FORCES NODALES
+
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                 NOEUD = 'NO1',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='ANALYTIQUE',VALE= -0.5,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                  NOEUD = 'NO2',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='ANALYTIQUE',VALE=0.5,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                NOEUD = 'NO3',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='ANALYTIQUE',VALE=0.5,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                NOEUD = 'NO4',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='ANALYTIQUE',VALE=-0.5,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                NOEUD = 'NO1',      
+                NOM_CMP = 'DRY',   
+                REFERENCE='ANALYTIQUE',VALE=0.5,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                NOEUD = 'NO4',      
+                NOM_CMP = 'DRY',   
+                REFERENCE='ANALYTIQUE',VALE=0.5,       
+                ),
+                
+# -- TEST SUR LES EFFORTS 
+#               MAILLE DKT  
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='MA4',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'MXX',   
+                REFERENCE='NON_REGRESSION',VALE= -0.297,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='MA4',
+                NOEUD = 'NO4',      
+                NOM_CMP = 'MXX',   
+                REFERENCE='NON_REGRESSION',VALE=-0.297,       
+                ),
+                
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='MA1',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'MXX',   
+                REFERENCE='NON_REGRESSION',VALE= -3.33876E-01,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='MA3',
+                NOEUD = 'NO4',      
+                NOM_CMP = 'MXX',   
+                REFERENCE='NON_REGRESSION',VALE=-3.33876E-01,       
+                ),
+                
+                # GRILLES
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='BMA4',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=4.01305E+00,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='BMA4',
+                NOEUD = 'NO4',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=4.01305E+00,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='CMA4',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=-4.01305E+00,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='CMA4',
+                NOEUD = 'NO4',     
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=-4.01305E+00,       
+                ),
+
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='BMA1',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=4.50733E+00,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='BMA3',
+                NOEUD = 'NO4',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=4.50733E+00,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='CMA1',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=-4.50733E+00,       
+                ),
+                _F( 
+                RESULTAT = RESGRIL2,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'SIEF_ELNO_ELGA',MAILLE='CMA3',
+                NOEUD = 'NO4',      
+                NOM_CMP = 'NXX',   
+                REFERENCE='NON_REGRESSION',VALE=-4.50733E+00,       
+                ),
+
+                )
+              )
+
+
+
+
+# TEST DKT + EXCENTREMENT
+
+
+TEST_RESU(RESU=(
+
+# -- TEST SUR LES DEPLACEMENTS ET LES ROTATIONS
+# --  LA DIFFERENCE SUR LES DEPLACEMENTS VIENT DE LA ROTATION
+# --  PROPRE, PRISE EN COMPTE POUR DKT MAIS PAS POUR GRILLE
+             
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'DEPL',  
+                NOEUD = 'NO2',      
+                NOM_CMP = 'DZ',   PRECISION=0.03,
+                REFERENCE='AUTRE_ASTER',VALE= 1.56354E-07,       
+                ),
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'DEPL',  
+                NOEUD = 'NO3',      
+                NOM_CMP = 'DZ',   PRECISION=0.03,
+                REFERENCE='AUTRE_ASTER',VALE= 1.56354E-07,       
+                ),
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'DEPL',  
+                NOEUD = 'NO2',      
+                NOM_CMP = 'DRY',   
+                REFERENCE='AUTRE_ASTER',VALE= -2.18657E-07,       
+                ),
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'DEPL',  
+                NOEUD = 'NO3',      
+                NOM_CMP = 'DRY',   
+                REFERENCE='AUTRE_ASTER',VALE= -2.18657E-07,       
+                ),
+
+# -- TEST SUR LES EFFORTS 
+#               MAILLE DKT  
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'EFGE_ELNO_DEPL',MAILLE='MA4',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'MXX',   
+                REFERENCE='NON_REGRESSION',VALE= -0.297, PRECISION=0.08,     
+                ),
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'EFGE_ELNO_DEPL',MAILLE='MA4',
+                NOEUD = 'NO4',      
+                NOM_CMP = 'MXX',   
+                REFERENCE='NON_REGRESSION',VALE=-0.297,  PRECISION=0.08,           
+                ),
+                
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'EFGE_ELNO_DEPL',MAILLE='MA1',
+                NOEUD = 'NO1',      
+                NOM_CMP = 'MXX',   
+                REFERENCE='NON_REGRESSION',VALE= -3.33876E-01, PRECISION=0.05, 
+                ),
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'EFGE_ELNO_DEPL',MAILLE='MA3',
+                NOEUD = 'NO4',      
+                NOM_CMP = 'MXX',   
+                REFERENCE='NON_REGRESSION',VALE=-3.33876E-01,PRECISION=0.05,        
+                ),
+                
+
+
+                ),)
+
+
+
+
+FIN()
+#
+#
+# -- TEST SUR LES FORCES NODALES : FAUSSES EN DKT + EXCENTREMENT
+#    70% D'ECART, EQUILIBRE NON VERIFIE
+
+TEST_RESU(RESU=(
+
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                 NOEUD = 'NO1',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='ANALYTIQUE',VALE= -0.5,       
+                ),
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                  NOEUD = 'NO2',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='ANALYTIQUE',VALE=0.5,       
+                ),
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                NOEUD = 'NO3',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='ANALYTIQUE',VALE=0.5,       
+                ),
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                NOEUD = 'NO4',      
+                NOM_CMP = 'DZ',   
+                REFERENCE='ANALYTIQUE',VALE=-0.5,       
+                ),
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                NOEUD = 'NO1',      
+                NOM_CMP = 'DRY',   
+                REFERENCE='ANALYTIQUE',VALE=0.5,       
+                ),
+                _F( 
+                RESULTAT = RESUDKT,   
+                NUME_ORDRE = 1,
+                NOM_CHAM = 'FORC_NODA',  
+                NOEUD = 'NO4',      
+                NOM_CMP = 'DRY',   
+                REFERENCE='ANALYTIQUE',VALE=0.5,       
+                ),
+                )
+              )

diff --git a/src/TestsEltsVisu/Nicolas/ssls109c.simul b/src/TestsEltsVisu/Nicolas/ssls109c.simul
new file mode 100644 (file)
index 0000000..870a7c4
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/ssls109c.simul
@@ -0,0 +1,10 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuCoque( GEOB , BORD1 , EPB , 0 , 0.0   0.0 )
+self.monObjetVisu.VisuGrille( GEOB1 , 0 , -0.09 , 0.0   0.0 , , 0 , 0 , 0 , 0 , 0 , 0 )
+self.monObjetVisu.VisuGrille( GEOB2 , 0 , 0.09 , 0.0   0.0 , , 0 , 0 , 0 , 0 , 0 , 0 )
+self.monObjetVisu.Visualise()
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuCoque( GEOB , BORD1 , EPB , 0 , 0.0   0.0 )
+self.monObjetVisu.VisuCoque( GEOB1 , EP , -0.09 , 0.0   0.0 )
+self.monObjetVisu.VisuCoque( GEOB2 , EP , 0.09 , 0.0   0.0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Nicolas/ssnl114a.comm b/src/TestsEltsVisu/Nicolas/ssnl114a.comm
new file mode 100755 (executable)
index 0000000..e1dcd8f
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/ssnl114a.comm
@@ -0,0 +1,121 @@
+# MODIF  DATE 04/10/2005   AUTEUR CIBHHPD L.SALMONA 
+# TITRE CABLE PESANT AVEC DILATATION THERMIQUE. MODELISATION A : CABLE
+#            CONFIGURATION MANAGEMENT OF EDF VERSION
+# ======================================================================
+# COPYRIGHT (C) 1991 - 2001  EDF R&D                  WWW.CODE-ASTER.ORG
+# THIS PROGRAM IS FREE SOFTWARE; YOU CAN REDISTRIBUTE IT AND/OR MODIFY
+# IT UNDER THE TERMS OF THE GNU GENERAL PUBLIC LICENSE AS PUBLISHED BY
+# THE FREE SOFTWARE FOUNDATION; EITHER VERSION 2 OF THE LICENSE, OR   
+# (AT YOUR OPTION) ANY LATER VERSION.                                 
+#
+# THIS PROGRAM IS DISTRIBUTED IN THE HOPE THAT IT WILL BE USEFUL, BUT 
+# WITHOUT ANY WARRANTY; WITHOUT EVEN THE IMPLIED WARRANTY OF          
+# MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SEE THE GNU    
+# GENERAL PUBLIC LICENSE FOR MORE DETAILS.                            
+#
+# YOU SHOULD HAVE RECEIVED A COPY OF THE GNU GENERAL PUBLIC LICENSE   
+# ALONG WITH THIS PROGRAM; IF NOT, WRITE TO EDF R&D CODE_ASTER,       
+#    1 AVENUE DU GENERAL DE GAULLE, 92141 CLAMART CEDEX, FRANCE.      
+# ======================================================================
+
+DEBUT( CODE=_F(  NOM = 'SSNL114A',NIV_PUB_WEB='INTERNET') )
+
+MA2=LIRE_MAILLAGE()
+
+M1=DEFI_MATERIAU( 
+         ELAS=_F(  E = 5.700000E+10, ALPHA = 2.300000E-05,
+        RHO = 2.844230E+03, NU=0.),
+        CABLE=_F(),)
+
+CHM2=AFFE_MATERIAU(    MAILLAGE=MA2,AFFE=(
+             _F(  GROUP_MA = (   'O0101010', ),  MATER = M1),
+             _F(  GROUP_MA = (   'P0101010', 'P0101011', ),
+                   MATER = M1)))
+
+MO2=AFFE_MODELE(   MAILLAGE=MA2,
+             AFFE=_F(  GROUP_MA = ( 'P0101010', 'O0101010', 'P0101011', ),
+           PHENOMENE = 'MECANIQUE',
+         MODELISATION = 'CABLE'))
+
+CARA2=AFFE_CARA_ELEM(    MODELE=MO2, 
+         CABLE=_F(  GROUP_MA = ( 'P0101010', 'P0101011','O0101010',  ),
+        SECTION = 2.278300E-04)
+                        )
+
+CHDDL2=AFFE_CHAR_MECA(    MODELE=MO2,
+            DDL_IMPO=_F(  GROUP_NO = ( 'ZFIXES', ),
+          DX = 0.0, DY = 0.0, DZ = 0.0))
+
+CHTN2=CREA_CHAMP( OPERATION='AFFE', TYPE_CHAM='NOEU_TEMP_R', MAILLAGE=MA2,
+           AFFE=_F(  TOUT = 'OUI', NOM_CMP = 'TEMP', VALE = 39.26))
+
+CHTN0=CREA_CHAMP( OPERATION='AFFE', TYPE_CHAM='NOEU_TEMP_R', MAILLAGE=MA2,
+           AFFE=_F(  TOUT = 'OUI', NOM_CMP = 'TEMP', VALE = 0.0))
+
+RESUTHER=CREA_RESU(OPERATION='AFFE', TYPE_RESU='EVOL_THER',    NOM_CHAM='TEMP',AFFE=(
+ _F( INST = -1., CHAM_GD = CHTN0),
+# MONTEE EN TEMPERATURE PROGRESSIVE
+ _F( INST = 0., CHAM_GD = CHTN0),
+ _F( INST = 1., CHAM_GD = CHTN2))
+                   )
+
+CHTP2=AFFE_CHAR_MECA(    MODELE=MO2,   TEMP_CALCULEE=RESUTHER )
+
+CHPES2=AFFE_CHAR_MECA(    MODELE=MO2,
+                   PESANTEUR=(9.81,0.0,0.0,-1.0,) )
+
+L_INST0=DEFI_LIST_REEL(    DEBUT=-1.000000E+00,
+         INTERVALLE=_F( JUSQU_A = 1.000000E+00, NOMBRE = 2))
+
+RESU1=STAT_NON_LINE( 
+                            MODELE=MO2,
+                        CHAM_MATER=CHM2,
+                         CARA_ELEM=CARA2,EXCIT=(
+                             _F( 
+                CHARGE = CHDDL2), _F( 
+                CHARGE = CHPES2,
+                TYPE_CHARGE = 'SUIV'), _F( 
+                CHARGE = CHTP2)),
+                         INCREMENT=_F( 
+                LIST_INST = L_INST0,
+                NUME_INST_FIN = 2),
+                         COMP_ELAS=_F( 
+                GROUP_MA = (
+                  'P0101010',  'P0101011',
+                  'O0101010',  ),
+                RELATION = 'CABLE',
+                DEFORMATION = 'GREEN'),
+                       CONVERGENCE=_F( 
+                RESI_GLOB_RELA = 1.00E-07,
+                ITER_GLOB_MAXI = 50),
+                            NEWTON=_F( 
+                REAC_ITER = 1)
+              )
+
+RESU1=CALC_ELEM( reuse=RESU1,
+                            OPTION=(
+                  'SIEF_ELNO_ELGA',  'VARI_ELNO_ELGA',),
+                          RESULTAT=RESU1,
+              )
+
+# SOLUTION ANALYTIQUE : FORTRAN DANS SSNL114.38
+
+
+TEST_RESU(RESU=(_F( RESULTAT = RESU1,
+                 NUME_ORDRE = 1,
+                 NOM_CHAM = 'DEPL',
+                 NOEUD = 'N36',
+                 NOM_CMP = 'DZ',
+                 VALE = -6.352,
+                 PRECISION = 1.E-3),
+           _F( RESULTAT = RESU1,
+                 NUME_ORDRE = 2,
+                 NOM_CHAM = 'DEPL',
+                 NOEUD = 'N36',
+                 NOM_CMP = 'DZ',
+                 VALE = -8.1955,
+                 PRECISION = 1.E-3))
+          )
+
+FIN( )
+#

diff --git a/src/TestsEltsVisu/Nicolas/ssnl114a.simul b/src/TestsEltsVisu/Nicolas/ssnl114a.simul
new file mode 100644 (file)
index 0000000..5e346bb
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/ssnl114a.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuCable( "P0101010 , P0101011 , O0101010" , 0.00022783 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Nicolas/ssnl116a.91 b/src/TestsEltsVisu/Nicolas/ssnl116a.91
new file mode 100644 (file)
index 0000000..7565c91
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/ssnl116a.91
@@ -0,0 +1,34 @@
+
+#  
+
+MATF_T01=DEFI_MATERIAU(    ELAS=_F(  E = 5000000.0000000,
+                    NU = 0.3, ALPHA = 0.),
+       ECRO_LINE=_F(  D_SIGM_EPSI = 1000000.,
+                   SY = 5000.0000000000) )
+
+MATF_H01=DEFI_MATERIAU(    ELAS=_F(  E = 500000.00000000,
+                    NU = 0.3, ALPHA = 0.),
+       ECRO_LINE=_F(  D_SIGM_EPSI = 1000000.,
+                   SY = 5000.0000000000) )
+
+MATF_V01=DEFI_MATERIAU(    ELAS=_F(  E = 5000000.0000000,
+                    NU = 0.3, ALPHA = 0.),
+       ECRO_ASYM_LINE=_F(  
+          
+                                      DT_SIGM_EPSI = 1000000.,
+                        SY_T = 5000.0000000000,
+                        DC_SIGM_EPSI = 1000000.,
+                        SY_C = 10000.0000000000))
+
+CHMATF=AFFE_MATERIAU(    MAILLAGE=MA,AFFE=( 
+     _F( GROUP_MA = 'GOA',   MATER = MATA,
+           TEMP_REF = 10.00000),
+     _F( GROUP_MA = 'GBAR_T01',  MATER = MATF_T01,
+           TEMP_REF = 10.00000),
+     _F( GROUP_MA = 'GBAR_H01',  MATER = MATF_H01,
+           TEMP_REF = 10.00000),
+     _F( GROUP_MA = 'GBAR_V01',  MATER = MATF_V01,
+           TEMP_REF = 10.00000))
+   )
+
+

diff --git a/src/TestsEltsVisu/Nicolas/ssnl116a.comm b/src/TestsEltsVisu/Nicolas/ssnl116a.comm
new file mode 100755 (executable)
index 0000000..7f79147
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/ssnl116a.comm
@@ -0,0 +1,235 @@
+# MODIF  DATE 28/05/2004   AUTEUR LEBOUVIE F.LEBOUVIER 
+# TITRE CALCUL DU TRONCON BE  DU CIG DES RENARDIERES
+#            CONFIGURATION MANAGEMENT OF EDF VERSION
+# ======================================================================
+# COPYRIGHT (C) 1991 - 2001  EDF R&D                  WWW.CODE-ASTER.ORG
+# THIS PROGRAM IS FREE SOFTWARE; YOU CAN REDISTRIBUTE IT AND/OR MODIFY
+# IT UNDER THE TERMS OF THE GNU GENERAL PUBLIC LICENSE AS PUBLISHED BY
+# THE FREE SOFTWARE FOUNDATION; EITHER VERSION 2 OF THE LICENSE, OR   
+# (AT YOUR OPTION) ANY LATER VERSION.                                 
+#
+# THIS PROGRAM IS DISTRIBUTED IN THE HOPE THAT IT WILL BE USEFUL, BUT 
+# WITHOUT ANY WARRANTY; WITHOUT EVEN THE IMPLIED WARRANTY OF          
+# MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SEE THE GNU    
+# GENERAL PUBLIC LICENSE FOR MORE DETAILS.                            
+#
+# YOU SHOULD HAVE RECEIVED A COPY OF THE GNU GENERAL PUBLIC LICENSE   
+# ALONG WITH THIS PROGRAM; IF NOT, WRITE TO EDF R&D CODE_ASTER,       
+#    1 AVENUE DU GENERAL DE GAULLE, 92141 CLAMART CEDEX, FRANCE.      
+# ======================================================================
+
+# REF : ALTHEE STROOBANT,STAGIAIRE MTC AOUT 1999
+
+DEBUT(  CODE=_F(  NOM = 'SSNL116A',NIV_PUB_WEB='INTRANET') )
+
+MA=LIRE_MAILLAGE(  )
+
+MA=DEFI_GROUP( reuse=MA,  MAILLAGE=MA,CREA_GROUP_NO=(
+                   _F( NOM = 'GONAA',
+                                  GROUP_MA = 'GOA'),
+                   _F( NOM = 'GONZZ',
+                                  GROUP_MA = 'GRBAR_V'),
+                   _F( NOM = 'GONXX',
+                                  GROUP_MA = 'GRBAR_T'),
+                   _F( NOM = 'GON',
+                                  GROUP_MA = 'GRBAR_H'))
+                 )
+
+MO=AFFE_MODELE(    MAILLAGE=MA, 
+     VERIF=('MAILLE',  'NOEUD',),AFFE=(
+     _F(  GROUP_MA = 'GOA',
+     PHENOMENE = 'MECANIQUE',
+     MODELISATION = 'POU_D_E'),
+     _F(  GROUP_MA = ('GRBAR_T','GRBAR_H','GRBAR_V',),
+     PHENOMENE = 'MECANIQUE',
+     MODELISATION = 'BARRE'))
+     )
+
+MATA=DEFI_MATERIAU(  ELAS=_F(  E = 7.2E10,
+    NU = 0.3,
+    ALPHA = 22.4E-6),
+         ECRO_FLEJOU=_F( 
+               EP = 3.7E10,
+          SY = 75.E6,
+          SU = 190.E6,
+          PUISS = 0.29),
+  VMIS_POUTRE=_F(  NP = 1.2699E6,
+    MEY = 1.248E5,
+    MPY = 1.589E5,
+    CAY = 0.84,
+    CBY = 0.0012,
+    MEZ = 1.248E5,
+    MPZ = 1.589E5,
+    CAZ = 0.84,
+    CBZ = 0.0012,
+     MPX = 1.E10)
+      )
+
+INCLUDE(UNITE=91)
+
+CARAP=AFFE_CARA_ELEM(      MODELE=MO,
+      POUTRE=_F( GROUP_MA = 'GOA',
+     SECTION = 'CERCLE',
+     CARA = ('R',  'EP',),
+     VALE = (0.25765,  0.01,)),BARRE=(
+      _F( GROUP_MA = 'GRBAR_T',
+     SECTION = 'RECTANGLE',
+     CARA = 'H',
+     VALE = 1.),
+             _F( GROUP_MA = 'GRBAR_H',
+     SECTION = 'RECTANGLE',
+     CARA = 'H',
+     VALE = 1.),
+               _F( GROUP_MA = 'GRBAR_V',
+     SECTION = 'RECTANGLE',
+     CARA = 'H',
+     VALE = 1.))
+
+          )
+
+LITPS=DEFI_LIST_REEL( DEBUT=0.0,INTERVALLE=(
+    _F( JUSQU_A = 1., NOMBRE = 10),
+      _F( JUSQU_A = 2., NOMBRE = 2),
+      _F( JUSQU_A = 3., NOMBRE = 30),
+      _F( JUSQU_A = 4., NOMBRE = 2))
+      )
+
+# FONCTION TEMPERATURE POUR LES BARRES : DT = 50
+#_______________________________________________________#
+
+DXA=DEFI_FONCTION(   NOM_PARA='INST',
+     VALE=(  0.,    0.,
+     1.,   -0.004,
+     2.,   -0.004,
+     3.,   0.002,
+     4.,   0.002,
+     ),
+   PROL_DROITE='LINEAIRE',
+   PROL_GAUCHE='LINEAIRE'
+   )
+
+# FONCTION TEMPERATURE POUR LES POUTRES : DT = 50
+#_______________________________________________________#
+
+NUL=DEFI_FONCTION(   NOM_PARA='INST',
+     VALE=(  0.,    0.,
+     1.,   0.,
+     2.,   0.,
+     3.,    0.,
+     4.,    0.,
+     ),
+   PROL_DROITE='LINEAIRE',
+   PROL_GAUCHE='LINEAIRE'
+   )
+
+CHAMA=AFFE_CHAR_MECA_F(    MODELE=MO,DDL_IMPO=( 
+
+   _F( GROUP_NO = 'PC01', DX = NUL,  DY = NUL,  DZ = NUL,
+      DRX = NUL, DRY = NUL, DRZ = NUL),
+   _F( GROUP_NO = 'PC02', DX = NUL,  DY = NUL,  DZ = DXA,
+      DRX = NUL, DRY = NUL, DRZ = NUL),
+
+   _F( GROUP_NO = 'GNO_EXBA', DX = NUL, DY = NUL, DZ = NUL))
+
+        )
+
+RES1=STAT_NON_LINE( 
+                            MODELE=MO,
+                        CHAM_MATER=CHMATF,
+                         CARA_ELEM=CARAP,
+                             EXCIT=_F( 
+                CHARGE = CHAMA),COMP_INCR=(
+                         _F( 
+                RELATION = 'VMIS_POU_FLEJOU',
+                GROUP_MA = 'GOA'),
+                         _F( 
+                RELATION = 'VMIS_ISOT_LINE',
+                GROUP_MA = (
+                  'GRBAR_T',  'GRBAR_H',)),
+                         _F( 
+                RELATION = 'VMIS_ASYM_LINE',
+                GROUP_MA = (
+                  'GRBAR_V',  ))),
+                         INCREMENT=_F( 
+                LIST_INST = LITPS,
+                NUME_INST_FIN = 44),
+                            NEWTON=_F( 
+                MATRICE = 'ELASTIQUE'),
+                       CONVERGENCE=_F( 
+                RESI_GLOB_MAXI = 5.E-3,
+                ITER_GLOB_MAXI = 20)
+              )
+
+RES1=CALC_ELEM( reuse=RES1,
+                            OPTION='SIEF_ELNO_ELGA',  
+                          RESULTAT=RES1,
+              )
+
+TEST_RESU(RESU=( 
+
+    _F( RESULTAT = RES1, NOEUD = 'NPC02', NOM_CHAM = 'DEPL', NOM_CMP = 'DZ',
+     NUME_ORDRE = 1,  VALE = -4.00000E-04,  REFERENCE = 'NON_REGRESSION'),
+
+    _F( RESULTAT = RES1, NOEUD = 'NPC02', NOM_CHAM = 'DEPL', NOM_CMP = 'DZ',
+     NUME_ORDRE = 10, VALE = -4.00000E-03, REFERENCE = 'NON_REGRESSION'),
+
+    _F( RESULTAT = RES1, NOEUD = 'NPC02', NOM_CHAM = 'DEPL', NOM_CMP = 'DZ',
+     NUME_ORDRE = 30, VALE = -4.00000E-04,  REFERENCE = 'NON_REGRESSION'),
+
+    _F( RESULTAT = RES1, NOEUD = 'NPC02', NOM_CHAM = 'DEPL', NOM_CMP = 'DZ',
+     NUME_ORDRE = 44, VALE = 2.00000E-03,  REFERENCE = 'NON_REGRESSION'),
+
+_F( RESULTAT = RES1, MAILLE = 'MV01F010', NOEUD = 'NPC02', NOM_CHAM = 'SIEF_ELNO_ELGA',
+NUME_ORDRE = 1,  VALE = -2.00000E+03, REFERENCE = 'NON_REGRESSION', NOM_CMP = 'N'),
+
+_F( RESULTAT = RES1, MAILLE = 'MV01F010', NOEUD = 'NPC02', NOM_CHAM = 'SIEF_ELNO_ELGA',
+NUME_ORDRE = 10, VALE = -1.20000E+04, REFERENCE = 'NON_REGRESSION', NOM_CMP = 'N'),
+
+_F( RESULTAT = RES1, MAILLE = 'MV01F010', NOEUD = 'NPC02', NOM_CHAM = 'SIEF_ELNO_ELGA',
+NUME_ORDRE = 30, VALE = 5.20000E+03, REFERENCE = 'NON_REGRESSION', NOM_CMP = 'N'),
+
+_F( RESULTAT = RES1, MAILLE = 'MV01F010', NOEUD = 'NPC02', NOM_CHAM = 'SIEF_ELNO_ELGA',
+NUME_ORDRE = 44, VALE = 7.60000E+03, REFERENCE = 'NON_REGRESSION', NOM_CMP = 'N'))
+
+
+          )
+
+FIN()
+#
+#
+#
+#TE1=POST_RELEVE_T(ACTION:( INTITULE:'T1'
+#    GROUP_NO:GONZZ
+#    GROUP_MA:GRBAR_V
+#    RESULTAT:RES1
+#    NOM_CHAM: 'DEPL'
+#    TOUT_ORDRE:'OUI'
+#    TOUT_CMP:'OUI'
+#    OPERATION:'EXTRACTION')
+#    );
+#
+##MPR_TABLE (  TABLE : TE1
+#  NOM_PARA:('COOR_X','DZ')
+#  FILTRE : ( NOM_PARA : 'NOEUD' VALE_K : NPC02 )
+#  FORMAT:'EXCEL' );
+#
+#
+#
+#TB1=POST_RELEVE_T(ACTION:( INTITULE:'TBE1'
+#    GROUP_NO:GONZZ
+#    GROUP_MA:GRBAR_V
+#    RESULTAT:RES1
+#    NOM_CHAM: 'SIEF_ELNO_ELGA'
+#    TOUT_ORDRE:'OUI'
+#    TOUT_CMP:'OUI'
+#    OPERATION:'EXTRACTION')
+#    );
+#
+##MPR_TABLE (  TABLE : TB1
+#  NOM_PARA:('COOR_X','N')
+#  FILTRE : ( NOM_PARA : 'NOEUD' VALE_K : NV01F010 )
+#  FORMAT:'EXCEL' );
+#
+#
+#
+#

diff --git a/src/TestsEltsVisu/Nicolas/ssnl116a.simul b/src/TestsEltsVisu/Nicolas/ssnl116a.simul
new file mode 100644 (file)
index 0000000..26c3ddb
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/ssnl116a.simul
@@ -0,0 +1,6 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreCercle( GOA  ,  CREUX  ,  CONSTANT  ,  0.25765  ,  0.25765  ,  0.01  ,  0.01 )
+self.monObjetVisu.VisuBarreRectangle( GRBAR_T  ,  PLEIN  ,  1.0  ,  1.0  ,  0  ,  0  )
+self.monObjetVisu.VisuBarreRectangle( GRBAR_H  ,  PLEIN  ,  1.0  ,  1.0  ,  0  ,  0  )
+self.monObjetVisu.VisuBarreRectangle( GRBAR_V  ,  PLEIN  ,  1.0  ,  1.0  ,  0  ,  0  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Nicolas/ssnl132a.comm b/src/TestsEltsVisu/Nicolas/ssnl132a.comm
new file mode 100755 (executable)
index 0000000..942674f
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/ssnl132a.comm
@@ -0,0 +1,896 @@
+# MODIF  DATE 07/10/2005   AUTEUR CIBHHPD L.SALMONA 
+# RESPONSABLE GODARD V.GODARD
+# TITRE SIMULATION NUMERIQUE DU COMPORTEMENT D'UN ASSEMBLAGE COMBUSTIBLE
+#            CONFIGURATION MANAGEMENT OF EDF VERSION
+# ======================================================================
+# COPYRIGHT (C) 1991 - 2005  EDF R&D                  WWW.CODE-ASTER.ORG
+# THIS PROGRAM IS FREE SOFTWARE; YOU CAN REDISTRIBUTE IT AND/OR MODIFY  
+# IT UNDER THE TERMS OF THE GNU GENERAL PUBLIC LICENSE AS PUBLISHED BY  
+# THE FREE SOFTWARE FOUNDATION; EITHER VERSION 2 OF THE LICENSE, OR     
+# (AT YOUR OPTION) ANY LATER VERSION.                                                    
+#                                                                       
+# THIS PROGRAM IS DISTRIBUTED IN THE HOPE THAT IT WILL BE USEFUL, BUT   
+# WITHOUT ANY WARRANTY; WITHOUT EVEN THE IMPLIED WARRANTY OF            
+# MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SEE THE GNU      
+# GENERAL PUBLIC LICENSE FOR MORE DETAILS.                              
+#                                                                       
+# YOU SHOULD HAVE RECEIVED A COPY OF THE GNU GENERAL PUBLIC LICENSE     
+# ALONG WITH THIS PROGRAM; IF NOT, WRITE TO EDF R&D CODE_ASTER,         
+#    1 AVENUE DU GENERAL DE GAULLE, 92141 CLAMART CEDEX, FRANCE.        
+# ======================================================================
+#       EN COMPRESSION ET EN FLEXION
+#            CONFIGURATION MANAGEMENT OF EDF VERSION
+# ======================================================================
+# UTILISATION : COMPARAISON DE LA SIMULATION NUMERIQUE D'UN ASSEMBLAGE
+#               COMBUSTIBLE EN COMPRESSION AVEC LES RESULTATS EXPERIMENTAUX
+
+DEBUT(CODE=_F( NOM = 'SSNL132A',NIV_PUB_WEB='INTRANET'),
+      PAR_LOT='NON');
+
+
+#####################################################
+#####################################################
+##     DONNEES GENERALES DU PROBLEME               ##
+#####################################################
+#####################################################
+
+###########################################
+#        Caracteristiques materiaux       #
+###########################################
+
+# embout superieur
+EES0= 1.99e+11;
+EES1= 1.75e+11;
+NUES0= 0.3;
+NUES1= 0.3;
+Kesup= 1.5E+8;
+RHOES= 898162.6 ;
+# embout inferieur
+EEI0= 1.99e+11 ;
+EEI1= 1.75e+11 ;
+NUEI0= 0.3 ;
+NUEI1= 0.3 ;
+Keinf= 2.6E+8;
+RHOEI= 351651.1 ;
+# Tube guide
+ETU0= 9.84e+10 ;
+ETU1= 7.80e+10 ;
+NUTU0= 0.3 ;
+RHOTU= 6310. ;
+# Crayon
+ECR0= 9.84e+10 ;
+ECR1= 7.80e+10 ;
+NUCR0= 0.3 ;
+RHOCR= 38050. ;
+# systeme de maintien
+EMA0= 2.0E11 ;
+EMA1= 1.84E11 ;
+NUMA0= 0.3 ;
+NUMA1= 0.3 ;
+MPZMA0= 349. ;
+SYMA0= 1.03E9 ;
+DSMA0= 0.0 ;
+CAYMA0= 0.84 ;
+CAZMA0= 0.84 ;
+CBYMA0= 0.105 ;
+CBZMA0= 0.105 ;
+RHOMA = 0. ;
+UELA  = 0.105 ;
+FELA  = 1480. ;
+#####################################
+#   Caracteristiques geometriques      #
+#####################################
+# Caracteristiques geometriques des tubes-guides (longueur,rayon,epaisseur)
+LONTU = 4.5445 ;
+XINFT = 0.140 ;
+#  Partie courante
+RAY1GU = 0.006225 ;
+EP1GU = 0.0005 ;
+#  Partie retreinte
+RAY2GU = 0.006225 ;
+EP2GU = 0.00118 ;
+# Caracteristiques geometriques des crayons (longueur,rayon, epaisseur)
+LONCR = 4.4973;
+XINFC = 0.1660;
+RAYCRA = 0.00475;
+EPCRA = 0.00057;
+# longueur de la colonne fissile d'un crayon pour profil axial flux 
+L_COLON    = 4.2672;
+L_BOUCHI = 0.0145;
+# Caracteristiques geometriques du systeme de maintien
+# composante ressort dans le plan horiz lgres (cf fichier fichier maillage gibi
+LGRES= 0.1165;
+## hauteur de ressort de maintien comme dans gibi
+HRESS= 0.073;
+#longueur des embouts 
+Leinf = 0.14;
+Lesup = 0.0988;
+
+##############################################################
+# CARACTERISTIQUES GEOMETRIQUES EMBOUTS                      #
+##############################################################
+Heinf = ((Leinf*Keinf)/EEI0)**0.5;
+Hesup = ((Lesup*Kesup)/EES0)**0.5;
+##############################################################
+# AFFECTATION DES CARACTERISTIQUES GEOMETRIQUES ELEMENTAIRES #
+##############################################################
+#
+##############################################################
+# TUBES-GUIDES
+# PARTIE COURANTE
+S_TG_C=3.1415*(RAY1GU**2-(RAY1GU-EP1GU)**2);
+I_TG_C=3.1415/4*(RAY1GU**4-(RAY1GU-EP1GU)**4);
+# PARTIE RETREINTE
+S_TG_R=3.1415*(RAY2GU**2-(RAY2GU-EP2GU)**2);
+I_TG_R=3.1415/4*(RAY2GU**4-(RAY2GU-EP2GU)**4);
+# LAISON PARTIE COURANTE-RETREINT : BIAIS
+# on fait une aproximation en prenant le d moyen sur la hauteur du cone
+EPMOY=(EP1GU+EP2GU)/2;
+S_TG_B=3.1415*(RAY2GU**2-(RAY2GU-EPMOY)**2);
+I_TG_B=3.1415/4*(RAY2GU**4-(RAY2GU-EPMOY)**4);
+#
+# CRAYONS
+S_CR=3.1415*(RAYCRA**2-(RAYCRA-EPCRA)**2);
+I_CR=3.1415/4*(RAYCRA**4-(RAYCRA-EPCRA)**4);
+
+#####################################
+#   Rigidites des composants         #
+#####################################
+########    Grilles de melanges  ########
+# Rigidite en rotation des liaisons grille-tube guide 
+KR_GM = 990. ;
+# NOMBRE DE TUBES-GUIDES
+NBTG=25;
+# NOMBRE DE CRAYONS
+NBCR=264.;
+# TOTAL
+NBTU =289.;
+#
+########################################
+# CARACTERISTIQUES DU SYST DE MAINTIEN #
+########################################
+LSYMA=((LGRES*LGRES)+(HRESS*HRESS))**(1/2) ;
+HYMA= (4.*SYMA0*LGRES*LSYMA)/(6.*EMA0*UELA) ;
+HZMA= (6.*LGRES*FELA)/(SYMA0*HYMA*HYMA) ;
+MEZMA0= SYMA0*HZMA*(HYMA*HYMA)/6. ;
+NPMA0= HYMA*HZMA*SYMA0 ;
+MEYMA0= SYMA0*HYMA*HZMA*HZMA/6.;
+MPYMA0= 1.5*MEYMA0 ;
+MPXMA0= 100.*NPMA0 ;
+SYMA1=  (SYMA0*EMA1)/EMA0  ;
+NPMA1=  (NPMA0*EMA1)/EMA0  ;
+MEYMA1= (MEYMA0*EMA1)/EMA0 ;
+MPYMA1= (MPYMA0*EMA1)/EMA0 ;
+MEZMA1= (MEZMA0*EMA1)/EMA0 ;
+MPZMA1= (MPZMA0*EMA1)/EMA0 ;
+MPXMA1= (MPXMA0*EMA1)/EMA0 ;
+#
+  
+#####################################################
+#####################################################
+##            COURBES DE RECALAGE                  ##
+#####################################################
+#####################################################
+
+# Effort axial max sur embout Sup
+EFF_COMP = 40000. ;
+# Definition de la courbe de reference essai de compression
+# charge en compression
+COMP_CH=DEFI_FONCTION(
+   NOM_PARA='DX',
+   VALE=(
+         0.        ,0.,
+         2.5E-04   ,1.0331E+04,
+         6.63E-04  ,2.5E+04,
+         1.E-03    ,3.4702E+04,
+         1.23E-03  ,4.E+04,
+         ),
+   PROL_DROITE='CONSTANT',
+   PROL_GAUCHE='CONSTANT',);
+# decharge en compression
+COMP_DCH=DEFI_FONCTION(
+   NOM_PARA='DX',
+   VALE=(
+         2.35E-04,   0.,
+         3.87E-04,   5000.,
+         5.18E-04,   1.0331E+04,
+         8.49E-04,   2.5E+04,
+         1.09E-03,   3.5E+04,
+         1.23E-03,   4.E+04,
+   ),
+   PROL_DROITE='CONSTANT',
+   PROL_GAUCHE='CONSTANT',);
+
+# Definition des courbes de reference essai de flexion
+# Effort axial constant sur embout Sup
+EFF_FLEX = 9000. ;
+# Charge
+
+#####################################################
+#####################################################
+##    MAILLAGE,MODELE,CHARGEMENT,MATERIAU            ##
+#####################################################
+#####################################################
+
+
+###########################################
+#        LECTURE DU MAILLAGE              #
+###########################################
+#
+MA1=LIRE_MAILLAGE();
+#
+#
+MA1=DEFI_GROUP(
+   reuse =MA1,
+   MAILLAGE=MA1,
+   CREA_GROUP_NO=(_F(TOUT_GROUP_MA='OUI',),),
+              );
+
+###########################################
+#        AFFECTATION DU MODELE            #
+###########################################
+#
+MO1=AFFE_MODELE(MAILLAGE=MA1,
+ AFFE=(_F(GROUP_MA=('PQSUP'),
+          PHENOMENE='MECANIQUE',
+          MODELISATION='DKT',),
+       _F(GROUP_MA='CRAYON',
+          PHENOMENE='MECANIQUE',
+          MODELISATION='POU_D_TGM',),
+       _F(GROUP_MA='T_GUIDE',
+          PHENOMENE='MECANIQUE',
+          MODELISATION='POU_D_TGM',),
+       _F(GROUP_MA=('EBOSUP','EBOINF'),
+          PHENOMENE='MECANIQUE',
+          MODELISATION='POU_D_T',),
+       _F(GROUP_MA='MAINTIEN',
+          PHENOMENE='MECANIQUE',
+          MODELISATION='POU_D_T',),
+       _F(GROUP_MA=('ELA','RIG'),
+          PHENOMENE='MECANIQUE',
+          MODELISATION='DIS_TR',),
+          ),);
+
+##########################################################
+#        AFFECTATION DES CARACTERISTIQUES DES ELEMENTS   #
+##########################################################
+#
+carel=[0.]*78;
+#
+
+CARA1=AFFE_CARA_ELEM(
+   MODELE=MO1,
+   POUTRE=(
+     _F(GROUP_MA='CRAYON',
+        SECTION='GENERALE',
+        CARA=('A','IZ','IY','JX','AY','AZ','EY','EZ'),
+        VALE=(S_CR,I_CR,I_CR,I_CR*2,1,1,0,0),),
+     _F(GROUP_MA='LGUIDE',
+        SECTION='GENERALE',
+        CARA=('A','IZ','IY','JX','AY','AZ'),
+        VALE=(S_TG_C,I_TG_C,I_TG_C,I_TG_C*2,1,1),),
+     _F(GROUP_MA='RETRE',
+        SECTION='GENERALE',
+        CARA=('A','IZ','IY','JX','AY','AZ'),
+   VALE=(S_TG_R,I_TG_R,I_TG_R,I_TG_R*2,1,1),),
+_F(GROUP_MA='BIAIS',
+        SECTION='GENERALE',
+        CARA=('A','IZ','IY','JX','AY','AZ'),
+        VALE=(S_TG_B,I_TG_B,I_TG_B,I_TG_B*2,1,1),),
+     _F(GROUP_MA=('MAINTI_Y','MAINTI_Z'),
+        SECTION='RECTANGLE',
+        CARA=('HY','HZ'),
+        VALE=(HYMA,HZMA),),
+     _F(GROUP_MA=('EBOINF'),
+        SECTION='RECTANGLE',
+        CARA='H',
+        VALE= Heinf,),
+     _F(GROUP_MA=('EBOSUP'),
+        SECTION='RECTANGLE',
+        CARA='H',
+        VALE= Hesup,),
+           ),
+   COQUE=(
+      _F(GROUP_MA=('PQSUP'),
+         COQUE_NCOU=1,
+         EPAIS=1.,
+         ANGL_REP=(90.,0.,),
+          ),
+           ),
+   AFFE_FIBRE =(
+          _F(GROUP_MA='CRAYON',
+          COOR_AXE_POUTRE = (0.,0.,),
+          CARA='SURFACE',
+          VALE=(
+             0.,(RAYCRA-EPCRA/2),S_CR/4,
+             0.,-(RAYCRA-EPCRA/2),S_CR/4,
+             (RAYCRA-EPCRA/2),0.,S_CR/4,
+            -(RAYCRA-EPCRA/2),0.,S_CR/4,
+                )
+               ),
+          _F(GROUP_MA='LGUIDE',
+               COOR_AXE_POUTRE = (0.,0.,),
+               CARA='SURFACE',
+               VALE=(
+                0.,(RAY1GU-EP1GU/2),S_TG_C/4,
+                0.,-(RAY1GU-EP1GU/2),S_TG_C/4,
+                (RAY1GU-EP1GU/2),0.,S_TG_C/4,
+               -(RAY1GU-EP1GU/2),0.,S_TG_C/4,
+                    )
+               ),
+          _F(GROUP_MA='BIAIS',
+               COOR_AXE_POUTRE = (0.,0.,),
+                CARA='SURFACE',
+                VALE=(
+                0.,(RAY2GU-EPMOY/2),S_TG_B/4,
+                0.,-(RAY2GU-EPMOY/2),S_TG_B/4,
+                (RAY2GU-EPMOY/2),0.,S_TG_B/4,
+               -(RAY2GU-EPMOY/2),0.,S_TG_B/4,
+                    )
+               ),
+          _F(GROUP_MA='RETRE',
+               COOR_AXE_POUTRE = (0.,0.,),
+                CARA='SURFACE',
+                VALE=(
+                0.,(RAY2GU-EP2GU/2),S_TG_R/4,
+                0.,-(RAY2GU-EP2GU/2),S_TG_R/4,
+                (RAY2GU-EP2GU/2),0.,S_TG_R/4,
+               -(RAY2GU-EP2GU/2),0.,S_TG_R/4,
+                    )
+               ),
+                    ),
+     DISCRET=(
+               _F(GROUP_MA='ELA_ME',
+                    REPERE='LOCAL',
+                    CARA = 'K_TR_L',
+                    VALE = carel,),
+               _F(GROUP_MA='ELA_EX',
+                    REPERE='LOCAL',
+                    CARA = 'K_TR_L',
+                    VALE = carel,),
+               _F(GROUP_MA='RIG_ME',
+                    REPERE='LOCAL',
+                    CARA='K_TR_D_L',
+                    VALE=((1.E9*NBTG/4),(1.E9*NBTG/4),0.,(KR_GM*NBTG/8.),(1.E9*NBTG/4),(KR_GM*NBTG/8.),),),
+               _F(GROUP_MA='RIG_EX',
+                    REPERE='LOCAL',
+                    CARA='K_TR_D_L',
+                    VALE=((1.E9*NBTG/4),(1.E9*NBTG/4),0.,(KR_GM*NBTG/8.),(1.E9*NBTG/4),(KR_GM*NBTG/8.),),),),
+
+     ORIENTATION=(
+               _F(GROUP_MA=('ELA_EX','ELA_ME','RIG_EX','RIG_ME'),
+                  CARA='VECT_Y',
+                  VALE=(1.,0.,0.),),
+               _F(GROUP_MA=('MAINTI_Y'),
+                  CARA='VECT_Y',
+                  VALE=(0. ,1. ,0.),),
+               _F(GROUP_MA=('MAINTI_Z'),
+                  CARA='VECT_Y',
+                  VALE=(0. ,0. ,1. ),),
+                    ),
+               );
+
+MA1=MODI_MAILLAGE(
+   reuse =MA1,
+   MAILLAGE=MA1,
+   MODELE=MO1,
+   ORIE_NORM_COQUE=
+      _F(   GROUP_MA='PQSUP',
+            VECT_NORM=(-1.,0.,0.),
+            GROUP_NO='PQ1',),
+  INFO=1,);
+
+#####################################################
+#              DEFINITION DES MATERIAUX             # 
+#####################################################
+#
+#     EMBOUT SUPERIEUR
+MT_ES=DEFI_MATERIAU(ELAS=_F(E=EES0,
+                               NU=NUES0,
+                               RHO=RHOES,
+                    ),);
+
+#   EMBOUT INFERIEUR
+MT_EI=DEFI_MATERIAU(ELAS=_F(E=EEI0,
+                               NU=NUEI0,
+                               RHO=RHOEI,
+                    ),);
+MT_RIG=DEFI_MATERIAU(ELAS=_F(E=1.0,
+                     NU=0.0,
+                     RHO=0.0,
+                     ALPHA=0.0,),);
+
+#    LIAISON GRILLE/CRAYON
+kn  =37000.*NBCR;  
+kt  =140000.*NBCR  ;
+rn  = 3700.*NBCR; 
+rt  =70000.*NBCR  ;
+lb  =0.04; 
+fno  =26.*NBCR/1.25   ;
+coul_bos  =0.51  ;
+coul_res  =coul_bos*rt/2./kt  ;
+ecrob  =kt/1e9 ;
+ecror  =rt/1e9  ;
+
+M_GM=DEFI_MATERIAU(DIS_GRICRA=_F(KN_BOS=kn,
+                                 KT_BOS=kt,
+                                 KN_RES=rn,             
+                                 KT_RES= rt,         
+                                 DIST_BOS= lb,
+                                 FORC_SER= fno,
+                                 COUL_BOS=coul_bos,
+                                 COUL_RES=coul_res,
+                                 ECRO_BOS =ecrob,
+                                 ECRO_RES =ecror,
+                                   ),
+                   ELAS=_F( E = 1.E5, NU = 0.3,),
+                                    );
+
+#    SYSTEME DE MAINTIEN
+MT_MA=DEFI_MATERIAU(ELAS=_F(E=EMA0,
+                               NU=NUMA0,
+                               RHO=RHOMA,),
+                    ECRO_LINE=_F(D_SIGM_EPSI=DSMA0,
+                                    SY=SYMA0,),
+                    VMIS_POUTRE=_F(NP=NPMA0,
+                                      MEY=MEYMA0,
+                                      MPY=MPYMA0,
+                                      CAY=CAYMA0,
+                                      CBY=CBYMA0,
+                                      MEZ=MEZMA0,
+                                      MPZ=MPZMA0,
+                                      CAZ=CAZMA0,
+                                      CBZ=CBZMA0,
+                                      MPX=MPXMA0,),);
+
+#     TUBE GUIDE
+MT_TU1=DEFI_MATERIAU(
+   ELAS=_F(
+      E     =  (ETU0*NBTG),
+      NU    =  NUTU0,
+      RHO   =  (RHOTU*NBTG),),
+      );
+
+#     CRAYON
+MT_CR=DEFI_MATERIAU(
+   ELAS=_F(
+      E     =  (ECR0*NBCR),
+      NU    =  NUCR0,
+      RHO   =  (RHOCR*NBCR),
+       ),
+      );
+
+#     PQSUP
+MT_PLAQ=DEFI_MATERIAU(
+   ELAS=_F(E=1.E14,
+           NU=0.3,
+           RHO=0.,
+           ALPHA=0.,),);
+
+##############################################################
+#           AFFECTATION DES MATERIAUX                        # 
+##############################################################
+A_MAT=AFFE_MATERIAU(MAILLAGE=MA1,
+                    AFFE=(_F(GROUP_MA=('PQSUP'),
+                             MATER=MT_PLAQ,),
+                          _F(GROUP_MA=('MAINTIEN'),
+                             MATER=MT_MA,),
+                          _F(GROUP_MA='CRAYON',
+                             MATER=MT_CR,),
+                          _F(GROUP_MA='T_GUIDE',
+                             MATER=MT_TU1,),
+                          _F(GROUP_MA='EBOINF',
+                             MATER=MT_EI,),
+                          _F(GROUP_MA=('EBOSUP'),
+                             MATER=MT_ES,),
+                          _F(GROUP_MA='RIG',
+                             MATER=MT_RIG,),
+                          _F(GROUP_MA='ELA_EX_B',
+                             MATER=M_GM,),
+                          _F(GROUP_MA='ELA_EX_T',
+                             MATER=M_GM,),
+                          _F(GROUP_MA='ELA_ME',
+                             MATER=M_GM,),
+                            ),
+                            );
+
+####################################################
+#   DEFINITION DES CHARGEMENTS ET DES COND. LIM.   #
+####################################################
+
+# CONDITIONS LIMITES
+# ---------------------
+CL_CTC=AFFE_CHAR_MECA(
+   MODELE=MO1,
+   VERI_NORM='NON',
+   CONTACT=(_F(APPARIEMENT='NODAL',
+              VECT_NORM_ESCL=(1.,0.,0.),
+              GROUP_MA_ESCL='PINF',
+              GROUP_MA_MAIT='CR_BAS',)
+              ,
+           _F(APPARIEMENT='NODAL',
+              VECT_NORM_ESCL=(-1.,0.,0.),
+              GROUP_MA_ESCL='PSUP',
+              GROUP_MA_MAIT='CR_HAU',),),
+   );
+
+
+CL_PERM=AFFE_CHAR_MECA(MODELE=MO1,
+                       DDL_IMPO=(_F(GROUP_MA='PQSUP',
+                                    DX=0.,   DY=0.,   DZ=0.,),
+                                 _F(GROUP_MA='ASSEM2',
+                                    DY=0.,),
+                                 _F(GROUP_NO='FIX',
+                                    DX=0.,   
+                                    DZ=0.,
+                                    DRX=0.,
+                                      ),
+                                 _F(GROUP_NO='CRAYON',
+                                    DRX=0.,
+                                      ),
+                                 _F(GROUP_MA=('EBOSUP','EBOINF'),
+                                    DZ=0.0,
+                                    DRX=0.0,
+                                    ),
+                                 _F(GROUP_NO=('PGRIL_1','PGRIL_2','PGRIL_3','PGRIL_4',
+                                           'PGRIL_5','PGRIL_6','PGRIL_7','PGRIL_8',
+                                           'PGRIL_9','PGRIL_10',),
+                                    DY=0.,DRX=0.,DRY=0.,DRZ=0.),
+                                    ),
+                      LIAISON_UNIF=(
+                                    _F(GROUP_MA='GRIL_1',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+                                    _F(GROUP_MA='GRIL_2',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+                                    _F(GROUP_MA='GRIL_3',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+                                    _F(GROUP_MA='GRIL_4',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+                                    _F(GROUP_MA='GRIL_5',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+                                    _F(GROUP_MA='GRIL_6',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+                                    _F(GROUP_MA='GRIL_7',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+                                    _F(GROUP_MA='GRIL_8',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+                                    _F(GROUP_MA='GRIL_9',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+                                    _F(GROUP_MA='GRIL_10',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+                                    ),
+                                    );
+
+
+BLOQ=AFFE_CHAR_MECA(MODELE=MO1,
+                    DDL_IMPO=_F(GROUP_NO=('PGRIL_1','PGRIL_2','PGRIL_3','PGRIL_4',
+                                          'PGRIL_5','PGRIL_6','PGRIL_7','PGRIL_8',
+                                          'PGRIL_9','PGRIL_10',),
+                                DX=0.,),   
+                    );
+
+
+#
+#      CHARGEMENT
+# ---------------------
+PESANT=AFFE_CHAR_MECA(MODELE=MO1,
+                      PESANTEUR=(9.81,-1.,0.,0.),);
+
+
+# Compression initiale
+TIR_CR=AFFE_CHAR_MECA(
+   MODELE=MO1,
+   DDL_IMPO=
+   _F(GROUP_NO='CR_BAS',DX=-1.E-3,),);
+DEPL_CR=DEFI_FONCTION(
+   NOM_PARA='INST',
+   VALE=(
+     -2.,  0. ,
+     -1.,  1. ,),);
+
+
+CL_DI_FR=AFFE_CHAR_MECA(
+      MODELE=MO1,
+      FORCE_NODALE=
+         _F(GROUP_NO='PEBO_S',
+            FX=(-1.),),);
+
+CL_GRI_6=AFFE_CHAR_MECA(
+      MODELE=MO1,
+      DDL_IMPO=
+         _F(GROUP_NO='PGRIL_6',
+            DZ=1.E-3,),);
+
+FOR_MAIN=DEFI_FONCTION(NOM_PARA='INST',
+                       VALE=(
+                  0.,   0. ,
+                  1.,   1.e-10 ,
+                  2.,   1.0331E+04,
+                  3.,   2.5E+04,
+                  4.,   3.4702E+04,
+                  5.,   4.E+04,
+                  6.,   3.5E+04,
+                  7.,   2.5E+04,
+                  8.,   1.0331E+04,
+                  9.,   5000.,
+                  10.,   0.
+                  ),
+                  PROL_DROITE='CONSTANT',
+                  PROL_GAUCHE='CONSTANT',);
+
+
+
+###############################################
+#  DEFINITION DES LISTES D INSTANTS           #
+###############################################
+
+L_INST1=DEFI_LIST_REEL(
+   DEBUT=-2.,
+   INTERVALLE=(
+      _F(JUSQU_A=-1.,   NOMBRE=10,),
+               ),);
+
+L_INST11=DEFI_LIST_REEL(
+   DEBUT=-1.,
+   INTERVALLE=(
+      _F(JUSQU_A=0.,   NOMBRE=10,),
+               ),);
+               
+L_INST2=DEFI_LIST_REEL(DEBUT=0.0,
+                      INTERVALLE=(_F(JUSQU_A=1.0,
+                                     NOMBRE=2,),
+                                  _F(JUSQU_A=10.0,
+                                     NOMBRE=45,),),);
+                                                                   
+L_INST=DEFI_LIST_REEL(DEBUT=-2.0,
+                      INTERVALLE=(_F(JUSQU_A=-1.,   
+                                       NOMBRE=10,),
+                                  _F(JUSQU_A=0.,   
+                                       NOMBRE=10,),
+                                  _F(JUSQU_A=1.0,
+                                       NOMBRE=2,),
+                                  _F(JUSQU_A=10.0,
+                                       NOMBRE=45,),
+                                  ),);
+
+#####################################################################
+#####################################################################
+#     CALCUL INITIAL COMMUN A L ESSAI DE COMPRESSION ET DE FLEXION  #
+#####################################################################
+#####################################################################
+
+RESU=STAT_NON_LINE(
+                   MODELE=MO1,
+                   CHAM_MATER=A_MAT,
+                   CARA_ELEM=CARA1,
+                   EXCIT=(_F(CHARGE=TIR_CR, FONC_MULT=DEPL_CR,),
+                          _F(CHARGE=BLOQ,),
+                          _F(CHARGE=CL_PERM,),
+                          _F(CHARGE=CL_CTC,),
+                          _F(CHARGE=PESANT,),
+                          ),
+                   COMP_INCR=(
+                          _F(RELATION='VMIS_POU_LINE',
+                             GROUP_MA='MAINTIEN',
+                             ITER_INTE_MAXI=500),
+                          _F(RELATION='ELAS',
+                             GROUP_MA=('CRAYON','T_GUIDE'),),
+                          _F(RELATION='DIS_GRICRA',
+                             ITER_INTE_MAXI=500,
+                             GROUP_MA='ELA'),
+                          _F(RELATION='ELAS',
+                             GROUP_MA=('EBOINF','EBOSUP',
+                                       'RIG','PQSUP'),),),
+                   INCREMENT=_F(
+                                 LIST_INST=L_INST1,
+                                 SUBD_PAS=10,
+                                 SUBD_PAS_MINI=1.E-6,
+                                 COEF_SUBD_PAS_1=0.0001,
+                                 ),
+                   NEWTON=_F(MATRICE='TANGENTE',
+                             REAC_ITER=1,),
+                   CONVERGENCE=_F(RESI_GLOB_RELA=1.e-06,
+                                  ITER_GLOB_MAXI=50,),
+                   ARCHIVAGE=_F(LIST_INST=L_INST1,),);
+
+RESU=STAT_NON_LINE(
+                   reuse = RESU,
+                   MODELE=MO1,
+                   CHAM_MATER=A_MAT,
+                   CARA_ELEM=CARA1,
+                   EXCIT=(_F(CHARGE=CL_PERM,),
+                          _F(CHARGE=CL_CTC,),
+                          _F(CHARGE=PESANT,),
+                          ),
+                   COMP_INCR=(
+                          _F(RELATION='VMIS_POU_LINE',
+                             GROUP_MA='MAINTIEN',
+                             ITER_INTE_MAXI=500,),
+                          _F(RELATION='ELAS',
+                             GROUP_MA=('CRAYON','T_GUIDE'),),
+                          _F(RELATION='DIS_GRICRA',
+                             GROUP_MA='ELA',
+                             ITER_INTE_MAXI=500,),
+                          _F(RELATION='ELAS',
+                             GROUP_MA=('EBOINF','EBOSUP',
+                                       'RIG','PQSUP'),),),
+                   INCREMENT=_F(
+                                LIST_INST=L_INST11,
+                                SUBD_PAS=10,
+                                SUBD_PAS_MINI=1.E-6,
+                                COEF_SUBD_PAS_1=0.0001,),
+                   ETAT_INIT=_F(
+                                EVOL_NOLI=RESU,
+                                INST=-1.,),
+                   NEWTON=_F(MATRICE='TANGENTE',
+                                REAC_ITER=1,),
+                   CONVERGENCE=_F(RESI_GLOB_RELA=1.e-06,
+                                  ITER_GLOB_MAXI=50,),
+                   ARCHIVAGE=_F(LIST_INST=L_INST11,),);
+
+
+#####################################################################
+#####################################################################
+#     POURSUITE ESSAI DE COMPRESSION                                #
+#####################################################################
+#####################################################################
+
+# CALCUL
+
+COMPR=STAT_NON_LINE(
+                    MODELE=MO1,
+                    CHAM_MATER=A_MAT,
+                    CARA_ELEM=CARA1,
+                    EXCIT=(_F(CHARGE=CL_DI_FR,FONC_MULT=FOR_MAIN,),
+                           _F(CHARGE=CL_PERM,),
+                           _F(CHARGE=CL_CTC,),
+                           _F(CHARGE=PESANT,),
+                           ),
+                    COMP_INCR=(
+                           _F(RELATION='VMIS_POU_LINE',
+                              GROUP_MA='MAINTIEN',
+                              ITER_INTE_MAXI=500),
+                           _F(RELATION='ELAS',
+                              GROUP_MA=('CRAYON','T_GUIDE'),),
+                           _F(RELATION='DIS_GRICRA',
+                              ITER_INTE_MAXI=500,  
+                              GROUP_MA='ELA',),
+                           _F(RELATION='ELAS',
+                              GROUP_MA=('EBOINF','EBOSUP',
+                                        'RIG','PQSUP'),),),
+                    INCREMENT=_F(
+                           LIST_INST=L_INST2,
+                           SUBD_PAS=10,
+                           SUBD_PAS_MINI=1.E-6,
+                           COEF_SUBD_PAS_1=0.0001,
+                           ),
+                    ETAT_INIT=_F(EVOL_NOLI=RESU,
+                                 INST=0.,),
+                    NEWTON=_F(MATRICE='TANGENTE',
+                              REAC_ITER=1,),
+                    CONVERGENCE=_F(RESI_GLOB_RELA=1.e-06,
+                                  ITER_GLOB_MAXI=50,),
+                    ARCHIVAGE=_F(LIST_INST=L_INST2,),);
+
+
+# POST_TRAITEMENT
+
+COMPR=CALC_NO(reuse =COMPR,
+  RESULTAT=COMPR,
+  MODELE=MO1,
+  TOUT_ORDRE='OUI',
+  OPTION='FORC_NODA',
+  CHAM_MATER=A_MAT,
+  CARA_ELEM=CARA1,
+         );
+
+# Deplacement de l'embout
+DX1=RECU_FONCTION(
+   RESULTAT=COMPR,
+   NOM_CHAM='DEPL',
+   NOM_CMP='DX',
+   GROUP_NO='PEBO_S',
+   PROL_DROITE='CONSTANT',
+   PROL_GAUCHE='CONSTANT',);
+DXTOTA=CALC_FONCTION(
+                     COMB=(_F(FONCTION=DX1,COEF=-1.,),),
+                     );
+
+# Force exercee sur l'embout
+POST3=POST_RELEVE_T(
+   ACTION=_F(INTITULE='FORCES',
+             GROUP_NO=('PEBO_S'),
+             RESULTAT=COMPR,
+             NOM_CHAM='FORC_NODA',
+             RESULTANTE=('DX','DY','DZ'),
+             REPERE='GLOBAL',
+             OPERATION='EXTRACTION',),);
+FORC3=RECU_FONCTION(
+             TABLE=POST3,
+             PARA_X='INST',
+             PARA_Y='DX',
+             PROL_DROITE='CONSTANT',
+             PROL_GAUCHE='CONSTANT',);
+
+FORXA=CALC_FONCTION(
+   COMB=_F(FONCTION=FORC3, COEF=-1.,),
+   );
+
+
+titi=DXTOTA.Absc();
+toto=DXTOTA.Ordo();
+tata=FORXA.Ordo();
+LINS=titi[0:];
+DEPLA=toto[0:];
+FORCE=tata[0:];
+
+ini=DEPLA[0];
+DEPL=[];
+
+for i in range(len(DEPLA)):
+  DEPL.append(DEPLA[i]-ini)
+
+
+# IMPR_FONCTION(
+#    FORMAT='XMGRACE',PILOTE='INTERACTIF',
+#    COURBE=(
+#           _F(ABSCISSE=DEPL,
+#              ORDONNEE=FORCE,
+#              COULEUR=2,
+#              ),
+#            _F(FONCTION=COMP_CH,COULEUR=3,),
+#            _F(FONCTION=COMP_DCH,COULEUR=3,),
+#    ),
+#    LEGENDE_X='Deplacement',
+#    LEGENDE_Y='Force',
+# )
+
+FODEP=CREA_TABLE(LISTE=(_F(LISTE_R=tuple(DEPL),PARA='X'),
+                        _F(LISTE_R=tuple(FORCE),PARA='Y'),
+                        _F(LISTE_R=tuple(LINS),PARA='K'),
+                        ),
+                )
+
+IMPR_TABLE(TABLE=FODEP)
+
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 2.00000E+00),),
+           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=1.0331E+04)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 2.00000E+00),),
+           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.06,VALE=2.5E-04)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 3.00000E+00),),
+           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=2.5E+04)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 3.00000E+00),),
+           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=6.63E-04)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 4.00000E+00),),
+           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=3.4702E+04)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 4.00000E+00),),
+           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=1.E-03)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 5.00000E+00),),
+           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=4.E+04)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 5.00000E+00),),
+           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=1.23E-03)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 6.00000E+00),),
+           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=3.5E+04)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 6.00000E+00),),
+           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=1.09E-03)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 7.00000E+00),),
+           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=2.5E+04)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 7.00000E+00),),
+           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=8.49E-04)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 8.00000E+00),),
+           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=1.0331E+04)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 8.00000E+00),),
+           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.12,VALE=5.18E-04)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 9.00000E+00),),
+           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.05,VALE=5000.)
+TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 9.00000E+00),),
+           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+           PRECISION=0.18,VALE=3.87E-04)
+
+
+FIN(); 

diff --git a/src/TestsEltsVisu/Nicolas/ssnl132ab.comm b/src/TestsEltsVisu/Nicolas/ssnl132ab.comm
new file mode 100755 (executable)
index 0000000..fdb632b
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/ssnl132ab.comm
@@ -0,0 +1,891 @@
+# MODIF  DATE 07/10/2005   AUTEUR CIBHHPD L.SALMONA 
+# RESPONSABLE GODARD V.GODARD
+# TITRE SIMULATION NUMERIQUE DU COMPORTEMENT D'UN ASSEMBLAGE COMBUSTIBLE
+#            CONFIGURATION MANAGEMENT OF EDF VERSION
+# ======================================================================
+# COPYRIGHT (C) 1991 - 2005  EDF R&D                  WWW.CODE-ASTER.ORG
+# THIS PROGRAM IS FREE SOFTWARE; YOU CAN REDISTRIBUTE IT AND/OR MODIFY  
+# IT UNDER THE TERMS OF THE GNU GENERAL PUBLIC LICENSE AS PUBLISHED BY  
+# THE FREE SOFTWARE FOUNDATION; EITHER VERSION 2 OF THE LICENSE, OR     
+# (AT YOUR OPTION) ANY LATER VERSION.                                                    
+#                                                                       
+# THIS PROGRAM IS DISTRIBUTED IN THE HOPE THAT IT WILL BE USEFUL, BUT   
+# WITHOUT ANY WARRANTY; WITHOUT EVEN THE IMPLIED WARRANTY OF            
+# MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SEE THE GNU      
+# GENERAL PUBLIC LICENSE FOR MORE DETAILS.                              
+#                                                                       
+# YOU SHOULD HAVE RECEIVED A COPY OF THE GNU GENERAL PUBLIC LICENSE     
+# ALONG WITH THIS PROGRAM; IF NOT, WRITE TO EDF R&D CODE_ASTER,         
+#    1 AVENUE DU GENERAL DE GAULLE, 92141 CLAMART CEDEX, FRANCE.        
+# ======================================================================
+#       EN COMPRESSION ET EN FLEXION
+#            CONFIGURATION MANAGEMENT OF EDF VERSION
+# ======================================================================
+# UTILISATION : COMPARAISON DE LA SIMULATION NUMERIQUE D'UN ASSEMBLAGE
+#               COMBUSTIBLE EN COMPRESSION AVEC LES RESULTATS EXPERIMENTAUX
+
+DEBUT(CODE=_F( NOM = 'SSNL132A',NIV_PUB_WEB='INTRANET'),
+      PAR_LOT='NON');
+
+
+#####################################################
+#####################################################
+##     DONNEES GENERALES DU PROBLEME               ##
+#####################################################
+#####################################################
+
+###########################################
+#        Caracteristiques materiaux       #
+###########################################
+
+# embout superieur
+EES0= 1.99e+11;
+EES1= 1.75e+11;
+NUES0= 0.3;
+NUES1= 0.3;
+Kesup= 1.5E+8;
+RHOES= 898162.6 ;
+# embout inferieur
+EEI0= 1.99e+11 ;
+EEI1= 1.75e+11 ;
+NUEI0= 0.3 ;
+NUEI1= 0.3 ;
+Keinf= 2.6E+8;
+RHOEI= 351651.1 ;
+# Tube guide
+ETU0= 9.84e+10 ;
+ETU1= 7.80e+10 ;
+NUTU0= 0.3 ;
+RHOTU= 6310. ;
+# Crayon
+ECR0= 9.84e+10 ;
+ECR1= 7.80e+10 ;
+NUCR0= 0.3 ;
+RHOCR= 38050. ;
+# systeme de maintien
+EMA0= 2.0E11 ;
+EMA1= 1.84E11 ;
+NUMA0= 0.3 ;
+NUMA1= 0.3 ;
+MPZMA0= 349. ;
+SYMA0= 1.03E9 ;
+DSMA0= 0.0 ;
+CAYMA0= 0.84 ;
+CAZMA0= 0.84 ;
+CBYMA0= 0.105 ;
+CBZMA0= 0.105 ;
+RHOMA = 0. ;
+UELA  = 0.105 ;
+FELA  = 1480. ;
+#####################################
+#   Caracteristiques geometriques      #
+#####################################
+# Caracteristiques geometriques des tubes-guides (longueur,rayon,epaisseur)
+LONTU = 4.5445 ;
+XINFT = 0.140 ;
+#  Partie courante
+RAY1GU = 0.006225 ;
+EP1GU = 0.0005 ;
+#  Partie retreinte
+RAY2GU = 0.006225 ;
+EP2GU = 0.00118 ;
+# Caracteristiques geometriques des crayons (longueur,rayon, epaisseur)
+LONCR = 4.4973;
+XINFC = 0.1660;
+RAYCRA = 0.00475;
+EPCRA = 0.00057;
+# longueur de la colonne fissile d'un crayon pour profil axial flux 
+L_COLON    = 4.2672;
+L_BOUCHI = 0.0145;
+# Caracteristiques geometriques du systeme de maintien
+# composante ressort dans le plan horiz lgres (cf fichier fichier maillage gibi
+LGRES= 0.1165;
+## hauteur de ressort de maintien comme dans gibi
+HRESS= 0.073;
+#longueur des embouts 
+Leinf = 0.14;
+Lesup = 0.0988;
+
+##############################################################
+# CARACTERISTIQUES GEOMETRIQUES EMBOUTS                      #
+##############################################################
+Heinf = ((Leinf*Keinf)/EEI0)**0.5;
+Hesup = ((Lesup*Kesup)/EES0)**0.5;
+##############################################################
+# AFFECTATION DES CARACTERISTIQUES GEOMETRIQUES ELEMENTAIRES #
+##############################################################
+#
+##############################################################
+# TUBES-GUIDES
+# PARTIE COURANTE
+S_TG_C=3.1415*(RAY1GU**2-(RAY1GU-EP1GU)**2);
+I_TG_C=3.1415/4*(RAY1GU**4-(RAY1GU-EP1GU)**4);
+# PARTIE RETREINTE
+S_TG_R=3.1415*(RAY2GU**2-(RAY2GU-EP2GU)**2);
+I_TG_R=3.1415/4*(RAY2GU**4-(RAY2GU-EP2GU)**4);
+# LAISON PARTIE COURANTE-RETREINT : BIAIS
+# on fait une aproximation en prenant le d moyen sur la hauteur du cone
+EPMOY=(EP1GU+EP2GU)/2;
+S_TG_B=3.1415*(RAY2GU**2-(RAY2GU-EPMOY)**2);
+I_TG_B=3.1415/4*(RAY2GU**4-(RAY2GU-EPMOY)**4);
+#
+# CRAYONS
+S_CR=3.1415*(RAYCRA**2-(RAYCRA-EPCRA)**2);
+I_CR=3.1415/4*(RAYCRA**4-(RAYCRA-EPCRA)**4);
+
+#####################################
+#   Rigidites des composants         #
+#####################################
+########    Grilles de melanges  ########
+# Rigidite en rotation des liaisons grille-tube guide 
+KR_GM = 990. ;
+# NOMBRE DE TUBES-GUIDES
+NBTG=25;
+# NOMBRE DE CRAYONS
+NBCR=264.;
+# TOTAL
+NBTU =289.;
+#
+########################################
+# CARACTERISTIQUES DU SYST DE MAINTIEN #
+########################################
+LSYMA=((LGRES*LGRES)+(HRESS*HRESS))**(1/2) ;
+HYMA= (4.*SYMA0*LGRES*LSYMA)/(6.*EMA0*UELA) ;
+HZMA= (6.*LGRES*FELA)/(SYMA0*HYMA*HYMA) ;
+MEZMA0= SYMA0*HZMA*(HYMA*HYMA)/6. ;
+NPMA0= HYMA*HZMA*SYMA0 ;
+MEYMA0= SYMA0*HYMA*HZMA*HZMA/6.;
+MPYMA0= 1.5*MEYMA0 ;
+MPXMA0= 100.*NPMA0 ;
+SYMA1=  (SYMA0*EMA1)/EMA0  ;
+NPMA1=  (NPMA0*EMA1)/EMA0  ;
+MEYMA1= (MEYMA0*EMA1)/EMA0 ;
+MPYMA1= (MPYMA0*EMA1)/EMA0 ;
+MEZMA1= (MEZMA0*EMA1)/EMA0 ;
+MPZMA1= (MPZMA0*EMA1)/EMA0 ;
+MPXMA1= (MPXMA0*EMA1)/EMA0 ;
+#
+  
+#####################################################
+#####################################################
+##            COURBES DE RECALAGE                  ##
+#####################################################
+#####################################################
+
+# Effort axial max sur embout Sup
+EFF_COMP = 40000. ;
+# Definition de la courbe de reference essai de compression
+# charge en compression
+COMP_CH=DEFI_FONCTION(
+   NOM_PARA='DX',
+   VALE=(
+         0.        ,0.,
+         2.5E-04   ,1.0331E+04,
+         6.63E-04  ,2.5E+04,
+         1.E-03    ,3.4702E+04,
+         1.23E-03  ,4.E+04,
+         ),
+   PROL_DROITE='CONSTANT',
+   PROL_GAUCHE='CONSTANT',);
+# decharge en compression
+COMP_DCH=DEFI_FONCTION(
+   NOM_PARA='DX',
+   VALE=(
+         2.35E-04,   0.,
+         3.87E-04,   5000.,
+         5.18E-04,   1.0331E+04,
+         8.49E-04,   2.5E+04,
+         1.09E-03,   3.5E+04,
+         1.23E-03,   4.E+04,
+   ),
+   PROL_DROITE='CONSTANT',
+   PROL_GAUCHE='CONSTANT',);
+
+# Definition des courbes de reference essai de flexion
+# Effort axial constant sur embout Sup
+EFF_FLEX = 9000. ;
+# Charge
+
+#####################################################
+#####################################################
+##    MAILLAGE,MODELE,CHARGEMENT,MATERIAU            ##
+#####################################################
+#####################################################
+
+
+###########################################
+#        LECTURE DU MAILLAGE              #
+###########################################
+#
+MA1=LIRE_MAILLAGE();
+#
+#
+MA1=DEFI_GROUP(
+   reuse =MA1,
+   MAILLAGE=MA1,
+   CREA_GROUP_NO=(_F(TOUT_GROUP_MA='OUI',),),
+              );
+
+###########################################
+#        AFFECTATION DU MODELE            #
+###########################################
+#
+MO1=AFFE_MODELE(MAILLAGE=MA1,
+ AFFE=(_F(GROUP_MA=('PQSUP'),
+          PHENOMENE='MECANIQUE',
+          MODELISATION='DKT',),
+       _F(GROUP_MA='CRAYON',
+          PHENOMENE='MECANIQUE',
+          MODELISATION='POU_D_TGM',),
+       _F(GROUP_MA='T_GUIDE',
+          PHENOMENE='MECANIQUE',
+          MODELISATION='POU_D_TGM',),
+       _F(GROUP_MA=('EBOSUP','EBOINF'),
+          PHENOMENE='MECANIQUE',
+          MODELISATION='POU_D_T',),
+       _F(GROUP_MA='MAINTIEN',
+          PHENOMENE='MECANIQUE',
+          MODELISATION='POU_D_T',),
+       _F(GROUP_MA=('ELA','RIG'),
+          PHENOMENE='MECANIQUE',
+          MODELISATION='DIS_TR',),
+          ),);
+
+##########################################################
+#        AFFECTATION DES CARACTERISTIQUES DES ELEMENTS   #
+##########################################################
+#
+#
+
+M1= I_CR*2 ;
+M2= I_TG_C*2 ;
+M3= I_TG_R*2 ;
+M4= I_TG_B*2;
+CARA1=AFFE_CARA_ELEM(
+   MODELE=MO1,
+   POUTRE=(
+     _F(GROUP_MA='CRAYON',
+        SECTION='GENERALE',
+        CARA=('A','IZ','IY','JX','AY','AZ','EY','EZ'),
+        VALE=(S_CR,I_CR,I_CR,M1,1,1,0,0),),
+     _F(GROUP_MA='LGUIDE',
+        SECTION='GENERALE',
+        CARA=('A','IZ','IY','JX','AY','AZ'),
+        VALE=(S_TG_C,I_TG_C,I_TG_C,M2,1,1),),
+     _F(GROUP_MA='RETRE',
+        SECTION='GENERALE',
+        CARA=('A','IZ','IY','JX','AY','AZ'),
+   VALE=(S_TG_R,I_TG_R,I_TG_R,M3,1,1),),
+_F(GROUP_MA='BIAIS',
+        SECTION='GENERALE',
+        CARA=('A','IZ','IY','JX','AY','AZ'),
+        VALE=(S_TG_B,I_TG_B,I_TG_B,M4,1,1),),
+     _F(GROUP_MA=('MAINTI_Y','MAINTI_Z'),
+        SECTION='RECTANGLE',
+        CARA=('HY','HZ'),
+        VALE=(HYMA,HZMA),),
+     _F(GROUP_MA=('EBOINF'),
+        SECTION='RECTANGLE',
+        CARA='H',
+        VALE= Heinf,),
+     _F(GROUP_MA=('EBOSUP'),
+        SECTION='RECTANGLE',
+        CARA='H',
+        VALE= Hesup,),
+           ),
+   COQUE=(
+      _F(GROUP_MA=('PQSUP'),
+         COQUE_NCOU=1,
+         EPAIS=1.,
+         ANGL_REP=(90.,0.,),
+          ),
+           ),
+   AFFE_FIBRE =(
+          _F(GROUP_MA='CRAYON',
+          COOR_AXE_POUTRE = (0.,0.,),
+          CARA='SURFACE',
+          VALE=(
+             0.,(RAYCRA-EPCRA/2),S_CR/4,
+             0.,-(RAYCRA-EPCRA/2),S_CR/4,
+             (RAYCRA-EPCRA/2),0.,S_CR/4,
+            -(RAYCRA-EPCRA/2),0.,S_CR/4,
+                )
+               ),
+          _F(GROUP_MA='LGUIDE',
+               COOR_AXE_POUTRE = (0.,0.,),
+               CARA='SURFACE',
+               VALE=(
+                0.,(RAY1GU-EP1GU/2),S_TG_C/4,
+                0.,-(RAY1GU-EP1GU/2),S_TG_C/4,
+                (RAY1GU-EP1GU/2),0.,S_TG_C/4,
+               -(RAY1GU-EP1GU/2),0.,S_TG_C/4,
+                    )
+               ),
+          _F(GROUP_MA='BIAIS',
+               COOR_AXE_POUTRE = (0.,0.,),
+                CARA='SURFACE',
+                VALE=(
+                0.,(RAY2GU-EPMOY/2),S_TG_B/4,
+                0.,-(RAY2GU-EPMOY/2),S_TG_B/4,
+                (RAY2GU-EPMOY/2),0.,S_TG_B/4,
+               -(RAY2GU-EPMOY/2),0.,S_TG_B/4,
+                    )
+               ),
+          _F(GROUP_MA='RETRE',
+               COOR_AXE_POUTRE = (0.,0.,),
+                CARA='SURFACE',
+                VALE=(
+                0.,(RAY2GU-EP2GU/2),S_TG_R/4,
+                0.,-(RAY2GU-EP2GU/2),S_TG_R/4,
+                (RAY2GU-EP2GU/2),0.,S_TG_R/4,
+               -(RAY2GU-EP2GU/2),0.,S_TG_R/4,
+                    )
+               ),
+                    ),
+     DISCRET=(
+               _F(GROUP_MA='RIG_ME',
+                    REPERE='LOCAL',
+                    CARA='K_TR_D_L',
+                    VALE=((1.E9*NBTG/4),(1.E9*NBTG/4),0.,(KR_GM*NBTG/8.),(1.E9*NBTG/4),(KR_GM*NBTG/8.),),),
+               _F(GROUP_MA='RIG_EX',
+                    REPERE='LOCAL',
+                    CARA='K_TR_D_L',
+                    VALE=((1.E9*NBTG/4),(1.E9*NBTG/4),0.,(KR_GM*NBTG/8.),(1.E9*NBTG/4),(KR_GM*NBTG/8.),),),),
+
+     ORIENTATION=(
+               _F(GROUP_MA=('ELA_EX','ELA_ME','RIG_EX','RIG_ME'),
+                  CARA='VECT_Y',
+                  VALE=(1.,0.,0.),),
+               _F(GROUP_MA=('MAINTI_Y'),
+                  CARA='VECT_Y',
+                  VALE=(0. ,1. ,0.),),
+               _F(GROUP_MA=('MAINTI_Z'),
+                  CARA='VECT_Y',
+                  VALE=(0. ,0. ,1. ),),
+                    ),
+               );
+
+MA1=MODI_MAILLAGE(
+   reuse =MA1,
+   MAILLAGE=MA1,
+   MODELE=MO1,
+   ORIE_NORM_COQUE=
+      _F(   GROUP_MA='PQSUP',
+            VECT_NORM=(-1.,0.,0.),
+            GROUP_NO='PQ1',),
+  INFO=1,);
+
+#####################################################
+#              DEFINITION DES MATERIAUX             # 
+#####################################################
+#
+#     EMBOUT SUPERIEUR
+MT_ES=DEFI_MATERIAU(ELAS=_F(E=EES0,
+                               NU=NUES0,
+                               RHO=RHOES,
+                    ),);
+
+#   EMBOUT INFERIEUR
+MT_EI=DEFI_MATERIAU(ELAS=_F(E=EEI0,
+                               NU=NUEI0,
+                               RHO=RHOEI,
+                    ),);
+MT_RIG=DEFI_MATERIAU(ELAS=_F(E=1.0,
+                     NU=0.0,
+                     RHO=0.0,
+                     ALPHA=0.0,),);
+
+#    LIAISON GRILLE/CRAYON
+#kn  =37000.*NBCR;  
+#kt  =140000.*NBCR  ;
+#rn  = 3700.*NBCR; 
+#rt  =70000.*NBCR  ;
+#lb  =0.04; 
+#fno  =26.*NBCR/1.25   ;
+#coul_bos  =0.51  ;
+#coul_res  =coul_bos*rt/2./kt  ;
+#ecrob  =kt/1e9 ;
+#ecror  =rt/1e9  ;
+#
+#M_GM=DEFI_MATERIAU(DIS_GRICRA=_F(KN_BOS=kn,
+#                                 KT_BOS=kt,
+#                                 KN_RES=rn,             
+#                                 KT_RES= rt,         
+#                                 DIST_BOS= lb,
+#                                 FORC_SER= fno,
+#                                 COUL_BOS=coul_bos,
+#                                 COUL_RES=coul_res,
+#                                 ECRO_BOS =ecrob,
+#                                 ECRO_RES =ecror,
+#                                   ),
+#                   ELAS=_F( E = 1.E5, NU = 0.3,),
+#                                    );
+#
+##    SYSTEME DE MAINTIEN
+#MT_MA=DEFI_MATERIAU(ELAS=_F(E=EMA0,
+#                               NU=NUMA0,
+#                               RHO=RHOMA,),
+#                    ECRO_LINE=_F(D_SIGM_EPSI=DSMA0,
+#                                    SY=SYMA0,),
+#                    VMIS_POUTRE=_F(NP=NPMA0,
+#                                      MEY=MEYMA0,
+#                                      MPY=MPYMA0,
+#                                      CAY=CAYMA0,
+#                                      CBY=CBYMA0,
+#                                      MEZ=MEZMA0,
+#                                      MPZ=MPZMA0,
+#                                      CAZ=CAZMA0,
+#                                      CBZ=CBZMA0,
+#                                      MPX=MPXMA0,),);
+#
+##     TUBE GUIDE
+#MT_TU1=DEFI_MATERIAU(
+#   ELAS=_F(
+#      E     =  (ETU0*NBTG),
+#      NU    =  NUTU0,
+#      RHO   =  (RHOTU*NBTG),),
+#      );
+#
+##     CRAYON
+#MT_CR=DEFI_MATERIAU(
+#   ELAS=_F(
+#      E     =  (ECR0*NBCR),
+#      NU    =  NUCR0,
+#      RHO   =  (RHOCR*NBCR),
+#       ),
+#      );
+#
+##     PQSUP
+#MT_PLAQ=DEFI_MATERIAU(
+#   ELAS=_F(E=1.E14,
+#           NU=0.3,
+#           RHO=0.,
+#           ALPHA=0.,),);
+#
+###############################################################
+##           AFFECTATION DES MATERIAUX                        # 
+###############################################################
+#A_MAT=AFFE_MATERIAU(MAILLAGE=MA1,
+#                    AFFE=(_F(GROUP_MA=('PQSUP'),
+#                             MATER=MT_PLAQ,),
+#                          _F(GROUP_MA=('MAINTIEN'),
+#                             MATER=MT_MA,),
+#                          _F(GROUP_MA='CRAYON',
+#                             MATER=MT_CR,),
+#                          _F(GROUP_MA='T_GUIDE',
+#                             MATER=MT_TU1,),
+#                          _F(GROUP_MA='EBOINF',
+#                             MATER=MT_EI,),
+#                          _F(GROUP_MA=('EBOSUP'),
+#                             MATER=MT_ES,),
+#                          _F(GROUP_MA='RIG',
+#                             MATER=MT_RIG,),
+#                          _F(GROUP_MA='ELA_EX_B',
+#                             MATER=M_GM,),
+#                          _F(GROUP_MA='ELA_EX_T',
+#                             MATER=M_GM,),
+#                          _F(GROUP_MA='ELA_ME',
+#                             MATER=M_GM,),
+#                            ),
+#                            );
+#
+#####################################################
+##   DEFINITION DES CHARGEMENTS ET DES COND. LIM.   #
+#####################################################
+#
+## CONDITIONS LIMITES
+## ---------------------
+#CL_CTC=AFFE_CHAR_MECA(
+#   MODELE=MO1,
+#   VERI_NORM='NON',
+#   CONTACT=(_F(APPARIEMENT='NODAL',
+#              VECT_NORM_ESCL=(1.,0.,0.),
+#              GROUP_MA_ESCL='PINF',
+#              GROUP_MA_MAIT='CR_BAS',)
+#              ,
+#           _F(APPARIEMENT='NODAL',
+#              VECT_NORM_ESCL=(-1.,0.,0.),
+#              GROUP_MA_ESCL='PSUP',
+#              GROUP_MA_MAIT='CR_HAU',),),
+#   );
+#
+#
+#CL_PERM=AFFE_CHAR_MECA(MODELE=MO1,
+#                       DDL_IMPO=(_F(GROUP_MA='PQSUP',
+#                                    DX=0.,   DY=0.,   DZ=0.,),
+#                                 _F(GROUP_MA='ASSEM2',
+#                                    DY=0.,),
+#                                 _F(GROUP_NO='FIX',
+#                                    DX=0.,   
+#                                    DZ=0.,
+#                                    DRX=0.,
+#                                      ),
+#                                 _F(GROUP_NO='CRAYON',
+#                                    DRX=0.,
+#                                      ),
+#                                 _F(GROUP_MA=('EBOSUP','EBOINF'),
+#                                    DZ=0.0,
+#                                    DRX=0.0,
+#                                    ),
+#                                 _F(GROUP_NO=('PGRIL_1','PGRIL_2','PGRIL_3','PGRIL_4',
+#                                           'PGRIL_5','PGRIL_6','PGRIL_7','PGRIL_8',
+#                                           'PGRIL_9','PGRIL_10',),
+#                                    DY=0.,DRX=0.,DRY=0.,DRZ=0.),
+#                                    ),
+#                      LIAISON_UNIF=(
+#                                    _F(GROUP_MA='GRIL_1',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+#                                    _F(GROUP_MA='GRIL_2',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+#                                    _F(GROUP_MA='GRIL_3',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+#                                    _F(GROUP_MA='GRIL_4',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+#                                    _F(GROUP_MA='GRIL_5',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+#                                    _F(GROUP_MA='GRIL_6',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+#                                    _F(GROUP_MA='GRIL_7',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+#                                    _F(GROUP_MA='GRIL_8',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+#                                    _F(GROUP_MA='GRIL_9',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+#                                    _F(GROUP_MA='GRIL_10',DDL=('DX','DY','DZ','DRX','DRY','DRZ',),),
+#                                    ),
+#                                    );
+#
+#
+#BLOQ=AFFE_CHAR_MECA(MODELE=MO1,
+#                    DDL_IMPO=_F(GROUP_NO=('PGRIL_1','PGRIL_2','PGRIL_3','PGRIL_4',
+#                                          'PGRIL_5','PGRIL_6','PGRIL_7','PGRIL_8',
+#                                          'PGRIL_9','PGRIL_10',),
+#                                DX=0.,),   
+#                    );
+#
+#
+##
+##      CHARGEMENT
+## ---------------------
+##PESANT=AFFE_CHAR_MECA(MODELE=MO1,
+##                      PESANTEUR=(9.81,-1.,0.,0.),);
+##
+##
+### Compression initiale
+##TIR_CR=AFFE_CHAR_MECA(
+##   MODELE=MO1,
+##   DDL_IMPO=
+##   _F(GROUP_NO='CR_BAS',DX=-1.E-3,),);
+##DEPL_CR=DEFI_FONCTION(
+##   NOM_PARA='INST',
+##   VALE=(
+##     -2.,  0. ,
+##     -1.,  1. ,),);
+##
+##
+##CL_DI_FR=AFFE_CHAR_MECA(
+##      MODELE=MO1,
+##      FORCE_NODALE=
+##         _F(GROUP_NO='PEBO_S',
+##            FX=(-1.),),);
+##
+##CL_GRI_6=AFFE_CHAR_MECA(
+##      MODELE=MO1,
+##      DDL_IMPO=
+##         _F(GROUP_NO='PGRIL_6',
+##            DZ=1.E-3,),);
+##
+##FOR_MAIN=DEFI_FONCTION(NOM_PARA='INST',
+##                       VALE=(
+##                  0.,   0. ,
+##                  1.,   1.e-10 ,
+##                  2.,   1.0331E+04,
+##                  3.,   2.5E+04,
+##                  4.,   3.4702E+04,
+##                  5.,   4.E+04,
+##                  6.,   3.5E+04,
+##                  7.,   2.5E+04,
+##                  8.,   1.0331E+04,
+##                  9.,   5000.,
+##                  10.,   0.
+##                  ),
+##                  PROL_DROITE='CONSTANT',
+##                  PROL_GAUCHE='CONSTANT',);
+##
+##
+##
+#################################################
+###  DEFINITION DES LISTES D INSTANTS           #
+#################################################
+##
+##L_INST1=DEFI_LIST_REEL(
+##   DEBUT=-2.,
+##   INTERVALLE=(
+##      _F(JUSQU_A=-1.,   NOMBRE=10,),
+##               ),);
+##
+##L_INST11=DEFI_LIST_REEL(
+##   DEBUT=-1.,
+##   INTERVALLE=(
+##      _F(JUSQU_A=0.,   NOMBRE=10,),
+##               ),);
+##               
+##L_INST2=DEFI_LIST_REEL(DEBUT=0.0,
+##                      INTERVALLE=(_F(JUSQU_A=1.0,
+##                                     NOMBRE=2,),
+##                                  _F(JUSQU_A=10.0,
+##                                     NOMBRE=45,),),);
+##                                                                   
+##L_INST=DEFI_LIST_REEL(DEBUT=-2.0,
+##                      INTERVALLE=(_F(JUSQU_A=-1.,   
+##                                       NOMBRE=10,),
+##                                  _F(JUSQU_A=0.,   
+##                                       NOMBRE=10,),
+##                                  _F(JUSQU_A=1.0,
+##                                       NOMBRE=2,),
+##                                  _F(JUSQU_A=10.0,
+##                                       NOMBRE=45,),
+##                                  ),);
+##
+#######################################################################
+#######################################################################
+###     CALCUL INITIAL COMMUN A L ESSAI DE COMPRESSION ET DE FLEXION  #
+#######################################################################
+#######################################################################
+##
+##RESU=STAT_NON_LINE(
+##                   MODELE=MO1,
+##                   CHAM_MATER=A_MAT,
+##                   CARA_ELEM=CARA1,
+##                   EXCIT=(_F(CHARGE=TIR_CR, FONC_MULT=DEPL_CR,),
+##                          _F(CHARGE=BLOQ,),
+##                          _F(CHARGE=CL_PERM,),
+##                          _F(CHARGE=CL_CTC,),
+##                          _F(CHARGE=PESANT,),
+##                          ),
+##                   COMP_INCR=(
+##                          _F(RELATION='VMIS_POU_LINE',
+##                             GROUP_MA='MAINTIEN',
+##                             ITER_INTE_MAXI=500),
+##                          _F(RELATION='ELAS',
+##                             GROUP_MA=('CRAYON','T_GUIDE'),),
+##                          _F(RELATION='DIS_GRICRA',
+##                             ITER_INTE_MAXI=500,
+##                             GROUP_MA='ELA'),
+##                          _F(RELATION='ELAS',
+##                             GROUP_MA=('EBOINF','EBOSUP',
+##                                       'RIG','PQSUP'),),),
+##                   INCREMENT=_F(
+##                                 LIST_INST=L_INST1,
+##                                 SUBD_PAS=10,
+##                                 SUBD_PAS_MINI=1.E-6,
+##                                 COEF_SUBD_PAS_1=0.0001,
+##                                 ),
+##                   NEWTON=_F(MATRICE='TANGENTE',
+##                             REAC_ITER=1,),
+##                   CONVERGENCE=_F(RESI_GLOB_RELA=1.e-06,
+##                                  ITER_GLOB_MAXI=50,),
+##                   ARCHIVAGE=_F(LIST_INST=L_INST1,),);
+##
+##RESU=STAT_NON_LINE(
+##                   reuse = RESU,
+##                   MODELE=MO1,
+##                   CHAM_MATER=A_MAT,
+##                   CARA_ELEM=CARA1,
+##                   EXCIT=(_F(CHARGE=CL_PERM,),
+##                          _F(CHARGE=CL_CTC,),
+##                          _F(CHARGE=PESANT,),
+##                          ),
+##                   COMP_INCR=(
+##                          _F(RELATION='VMIS_POU_LINE',
+##                             GROUP_MA='MAINTIEN',
+##                             ITER_INTE_MAXI=500,),
+##                          _F(RELATION='ELAS',
+##                             GROUP_MA=('CRAYON','T_GUIDE'),),
+##                          _F(RELATION='DIS_GRICRA',
+##                             GROUP_MA='ELA',
+##                             ITER_INTE_MAXI=500,),
+##                          _F(RELATION='ELAS',
+##                             GROUP_MA=('EBOINF','EBOSUP',
+##                                       'RIG','PQSUP'),),),
+##                   INCREMENT=_F(
+##                                LIST_INST=L_INST11,
+##                                SUBD_PAS=10,
+##                                SUBD_PAS_MINI=1.E-6,
+##                                COEF_SUBD_PAS_1=0.0001,),
+##                   ETAT_INIT=_F(
+##                                EVOL_NOLI=RESU,
+##                                INST=-1.,),
+##                   NEWTON=_F(MATRICE='TANGENTE',
+##                                REAC_ITER=1,),
+##                   CONVERGENCE=_F(RESI_GLOB_RELA=1.e-06,
+##                                  ITER_GLOB_MAXI=50,),
+##                   ARCHIVAGE=_F(LIST_INST=L_INST11,),);
+##
+##
+#######################################################################
+#######################################################################
+###     POURSUITE ESSAI DE COMPRESSION                                #
+#######################################################################
+#######################################################################
+##
+### CALCUL
+##
+##COMPR=STAT_NON_LINE(
+##                    MODELE=MO1,
+##                    CHAM_MATER=A_MAT,
+##                    CARA_ELEM=CARA1,
+##                    EXCIT=(_F(CHARGE=CL_DI_FR,FONC_MULT=FOR_MAIN,),
+##                           _F(CHARGE=CL_PERM,),
+##                           _F(CHARGE=CL_CTC,),
+##                           _F(CHARGE=PESANT,),
+##                           ),
+##                    COMP_INCR=(
+##                           _F(RELATION='VMIS_POU_LINE',
+##                              GROUP_MA='MAINTIEN',
+##                              ITER_INTE_MAXI=500),
+##                           _F(RELATION='ELAS',
+##                              GROUP_MA=('CRAYON','T_GUIDE'),),
+##                           _F(RELATION='DIS_GRICRA',
+##                              ITER_INTE_MAXI=500,  
+##                              GROUP_MA='ELA',),
+##                           _F(RELATION='ELAS',
+##                              GROUP_MA=('EBOINF','EBOSUP',
+##                                        'RIG','PQSUP'),),),
+##                    INCREMENT=_F(
+##                           LIST_INST=L_INST2,
+##                           SUBD_PAS=10,
+##                           SUBD_PAS_MINI=1.E-6,
+##                           COEF_SUBD_PAS_1=0.0001,
+##                           ),
+##                    ETAT_INIT=_F(EVOL_NOLI=RESU,
+##                                 INST=0.,),
+##                    NEWTON=_F(MATRICE='TANGENTE',
+##                              REAC_ITER=1,),
+##                    CONVERGENCE=_F(RESI_GLOB_RELA=1.e-06,
+##                                  ITER_GLOB_MAXI=50,),
+##                    ARCHIVAGE=_F(LIST_INST=L_INST2,),);
+##
+##
+### POST_TRAITEMENT
+##
+##COMPR=CALC_NO(reuse =COMPR,
+##  RESULTAT=COMPR,
+##  MODELE=MO1,
+##  TOUT_ORDRE='OUI',
+##  OPTION='FORC_NODA',
+##  CHAM_MATER=A_MAT,
+##  CARA_ELEM=CARA1,
+##         );
+##
+### Deplacement de l'embout
+##DX1=RECU_FONCTION(
+##   RESULTAT=COMPR,
+##   NOM_CHAM='DEPL',
+##   NOM_CMP='DX',
+##   GROUP_NO='PEBO_S',
+##   PROL_DROITE='CONSTANT',
+##   PROL_GAUCHE='CONSTANT',);
+##DXTOTA=CALC_FONCTION(
+##                     COMB=(_F(FONCTION=DX1,COEF=-1.,),),
+##                     );
+##
+### Force exercee sur l'embout
+##POST3=POST_RELEVE_T(
+##   ACTION=_F(INTITULE='FORCES',
+##             GROUP_NO=('PEBO_S'),
+##             RESULTAT=COMPR,
+##             NOM_CHAM='FORC_NODA',
+##             RESULTANTE=('DX','DY','DZ'),
+##             REPERE='GLOBAL',
+##             OPERATION='EXTRACTION',),);
+##FORC3=RECU_FONCTION(
+##             TABLE=POST3,
+##             PARA_X='INST',
+##             PARA_Y='DX',
+##             PROL_DROITE='CONSTANT',
+##             PROL_GAUCHE='CONSTANT',);
+##
+##FORXA=CALC_FONCTION(
+##   COMB=_F(FONCTION=FORC3, COEF=-1.,),
+##   );
+##
+##
+##titi=DXTOTA.Absc();
+##toto=DXTOTA.Ordo();
+##tata=FORXA.Ordo();
+##LINS=titi[0:];
+##DEPLA=toto[0:];
+##FORCE=tata[0:];
+##
+##ini=DEPLA[0];
+##DEPL=[];
+##
+##for i in range(len(DEPLA)):
+##  DEPL.append(DEPLA[i]-ini)
+##
+##
+### IMPR_FONCTION(
+###    FORMAT='XMGRACE',PILOTE='INTERACTIF',
+###    COURBE=(
+###           _F(ABSCISSE=DEPL,
+###              ORDONNEE=FORCE,
+###              COULEUR=2,
+###              ),
+###            _F(FONCTION=COMP_CH,COULEUR=3,),
+###            _F(FONCTION=COMP_DCH,COULEUR=3,),
+###    ),
+###    LEGENDE_X='Deplacement',
+###    LEGENDE_Y='Force',
+### )
+##
+##FODEP=CREA_TABLE(LISTE=(_F(LISTE_R=tuple(DEPL),PARA='X'),
+##                        _F(LISTE_R=tuple(FORCE),PARA='Y'),
+##                        _F(LISTE_R=tuple(LINS),PARA='K'),
+##                        ),
+##                )
+##
+##IMPR_TABLE(TABLE=FODEP)
+##
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 2.00000E+00),),
+##           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=1.0331E+04)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 2.00000E+00),),
+##           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.06,VALE=2.5E-04)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 3.00000E+00),),
+##           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=2.5E+04)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 3.00000E+00),),
+##           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=6.63E-04)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 4.00000E+00),),
+##           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=3.4702E+04)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 4.00000E+00),),
+##           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=1.E-03)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 5.00000E+00),),
+##           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=4.E+04)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 5.00000E+00),),
+##           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=1.23E-03)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 6.00000E+00),),
+##           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=3.5E+04)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 6.00000E+00),),
+##           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=1.09E-03)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 7.00000E+00),),
+##           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=2.5E+04)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 7.00000E+00),),
+##           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=8.49E-04)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 8.00000E+00),),
+##           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=1.0331E+04)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 8.00000E+00),),
+##           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.12,VALE=5.18E-04)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 9.00000E+00),),
+##           NOM_PARA='Y',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.05,VALE=5000.)
+##TEST_TABLE(TABLE=FODEP,FILTRE=(_F(NOM_PARA = 'K',VALE = 9.00000E+00),),
+##           NOM_PARA='X',REFERENCE = 'SOURCE_EXTERNE',CRITERE='RELATIF',
+##           PRECISION=0.18,VALE=3.87E-04)
+##
+##
+FIN(); 

diff --git a/src/TestsEltsVisu/Nicolas/ssnl132ab.simul b/src/TestsEltsVisu/Nicolas/ssnl132ab.simul
new file mode 100644 (file)
index 0000000..97cb7d9
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/ssnl132ab.simul
@@ -0,0 +1,13 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreGenerale( CRAYON )
+self.monObjetVisu.VisuPoutreGenerale( LGUIDE )
+self.monObjetVisu.VisuPoutreGenerale( RETRE )
+self.monObjetVisu.VisuPoutreGenerale( BIAIS )
+self.monObjetVisu.VisuPoutreRectangle( MAINTI_Y , MAINTI_Z  ,  PLEIN  ,  CONSTANT  ,  0  ,  0  ,  0  ,  0  ,  0.00380936507937  ,  0.0692144024554  ,  0.00380936507937  ,  0.0692144024554  ,  0  ,  0  ,  0  ,  0  )
+self.monObjetVisu.VisuPoutreRectangle( EBOINF  ,  PLEIN  ,  CONSTANT  ,  0.0135245914121  ,  0.0135245914121  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  )
+self.monObjetVisu.VisuPoutreRectangle( EBOSUP  ,  PLEIN  ,  CONSTANT  ,  0.00862973706488  ,  0.00862973706488  ,  0  ,  0  ,  0  ,  0  ,  0 ,  0  ,  0  ,  0  ,  0  ,  0  )
+self.monObjetVisu.VisuCoque( PQSUP , 1.0 , 0 , 90.0   0.0 )
+self.monObjetVisu.Orientation( ELA_EX , ELA_ME , RIG_EX , RIG_ME , 0 , 0 , 0 , 0 )
+self.monObjetVisu.Orientation( MAINTI_Y , 0 , 0 , 0 , 0 )
+self.monObjetVisu.Orientation( MAINTI_Z , 0 , 0 , 0 , 0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Nicolas/zz.comm b/src/TestsEltsVisu/Nicolas/zz.comm
new file mode 100644 (file)
index 0000000..3947f7e
--- /dev/null
+++ b/src/TestsEltsVisu/Nicolas/zz.comm
@@ -0,0 +1,26 @@
+
+
+DEBUT(CODE=_F(NOM='VIDE',
+              NIV_PUB_WEB='INTERNET',),);
+P1 = 3;
+
+P2 = 4;
+
+P3 = P2;
+
+
+MA=LIRE_MAILLAGE();
+
+MODE=AFFE_MODELE(MAILLAGE=MA,
+                 AFFE=_F(TOUT='OUI',
+                         PHENOMENE='ACOUSTIQUE',
+                         MODELISATION='PLAN',),);
+
+eeeeee=AFFE_CARA_ELEM(MODELE=MODE,
+                      POUTRE=_F(GROUP_MA='eaae',
+                                SECTION='CERCLE',
+                                CARA='R',
+                                VALE=P3,),);
+
+FIN();
+#

diff --git a/src/TestsEltsVisu/Poutres/a b/src/TestsEltsVisu/Poutres/a
new file mode 100644 (file)
index 0000000..010b474
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/a
@@ -0,0 +1,15 @@
+echo "self.monObjetVisu.Visualise()" > pcarreconstcreuse.simul
+echo "self.monObjetVisu.Visualise()" > pcarreconstpleine.simul
+echo "self.monObjetVisu.Visualise()" > pcarrehomocreuse.simul
+echo "self.monObjetVisu.Visualise()" > pcarrehomopleine.simul
+echo "self.monObjetVisu.Visualise()" > pcercleconstcreuse.simul
+echo "self.monObjetVisu.Visualise()" > pcercleconstpleine.simul
+echo "self.monObjetVisu.Visualise()" > pcerclehomocreuse.simul
+echo "self.monObjetVisu.Visualise()" > pcerclehomopleine.simul
+echo "self.monObjetVisu.Visualise()" > poutrerectangle.simul
+echo "self.monObjetVisu.Visualise()" > prectaffcreuse.simul
+echo "self.monObjetVisu.Visualise()" > prectaffpleine.simul
+echo "self.monObjetVisu.Visualise()" > prectconstcreuse.simul
+echo "self.monObjetVisu.Visualise()" > prectconstpleine.simul
+echo "self.monObjetVisu.Visualise()" > precthomocreuse.simul
+echo "self.monObjetVisu.Visualise()" > precthomopleine.simul

diff --git a/src/TestsEltsVisu/Poutres/pcarreconstcreuse.comm b/src/TestsEltsVisu/Poutres/pcarreconstcreuse.comm
new file mode 100644 (file)
index 0000000..3c23140
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcarreconstcreuse.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='RECTANGLE',
+                              CARA=('H','EP',),
+                              VALE=(3.0,2.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/pcarreconstcreuse.simul b/src/TestsEltsVisu/Poutres/pcarreconstcreuse.simul
new file mode 100644 (file)
index 0000000..b34ed2e
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcarreconstcreuse.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreRectangle( element1D  ,  CREUX  ,  CONSTANT  ,  3.0  ,  3.0  ,  2.0  ,  2.0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0,  0  ,  0  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/pcarreconstpleine.comm b/src/TestsEltsVisu/Poutres/pcarreconstpleine.comm
new file mode 100644 (file)
index 0000000..16e3977
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcarreconstpleine.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='RECTANGLE',
+                              CARA='H',
+                              VALE=3.0,),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/pcarreconstpleine.simul b/src/TestsEltsVisu/Poutres/pcarreconstpleine.simul
new file mode 100644 (file)
index 0000000..1235e69
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcarreconstpleine.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreRectangle( element1D  ,  PLEIN  ,  CONSTANT  ,  3.0  ,  3.0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  ,  0  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/pcarrehomocreuse.comm b/src/TestsEltsVisu/Poutres/pcarrehomocreuse.comm
new file mode 100644 (file)
index 0000000..5ea84cd
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcarrehomocreuse.comm
@@ -0,0 +1,21 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='RECTANGLE',
+                              VARI_SECT='HOMOTHETIQUE',
+                              CARA=('HY1','EPY1','HZ1','EPZ1','HZ2','EPZ2','HY2','EPY2',),
+                              VALE=(0.1,0.05,0.1,0.05,0.1,0.05,0.1,0.05,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/pcarrehomocreuse.simul b/src/TestsEltsVisu/Poutres/pcarrehomocreuse.simul
new file mode 100644 (file)
index 0000000..867ac0b
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcarrehomocreuse.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreRectangle( element1D  ,  CREUX  ,  HOMOTHETIQUE  ,  0  ,  0  ,  0  ,  0  ,  0.1  ,  0.1  ,  0.1  ,  0.1  ,  0.05 ,  0.05  ,  0.05  ,  0.05  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/pcarrehomopleine.comm b/src/TestsEltsVisu/Poutres/pcarrehomopleine.comm
new file mode 100644 (file)
index 0000000..08c9ced
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcarrehomopleine.comm
@@ -0,0 +1,21 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='RECTANGLE',
+                              VARI_SECT='HOMOTHETIQUE',
+                              CARA=('HY1','HZ1','HZ2','EPZ2','HY2','EPY2',),
+                              VALE=(0.1,0.1,0.1,0.,0.1,0.,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/pcarrehomopleine.simul b/src/TestsEltsVisu/Poutres/pcarrehomopleine.simul
new file mode 100644 (file)
index 0000000..f167599
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcarrehomopleine.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreRectangle( element1D  ,  PLEIN  ,  HOMOTHETIQUE  ,  0  ,  0  ,  0  ,  0  ,  0.1  ,  0.1  ,  0.1  ,  0.1  ,  0  , 0.0  ,  0  ,  0.0  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/pcercleconstcreuse.comm b/src/TestsEltsVisu/Poutres/pcercleconstcreuse.comm
new file mode 100644 (file)
index 0000000..f157d31
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcercleconstcreuse.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='CERCLE',
+                              CARA=('R','EP',),
+                              VALE=(2.0,1.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/pcercleconstcreuse.simul b/src/TestsEltsVisu/Poutres/pcercleconstcreuse.simul
new file mode 100644 (file)
index 0000000..717c9ac
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcercleconstcreuse.simul
@@ -0,0 +1,4 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreCercle( element1D  ,  CREUX  ,  CONSTANT  ,  2.0  ,  2.0  ,  1.0  ,  1.0 )
+
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/pcercleconstpleine.comm b/src/TestsEltsVisu/Poutres/pcercleconstpleine.comm
new file mode 100644 (file)
index 0000000..d26ce5b
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcercleconstpleine.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='CERCLE',
+                              CARA='R',
+                              VALE=2.0,),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/pcercleconstpleine.simul b/src/TestsEltsVisu/Poutres/pcercleconstpleine.simul
new file mode 100644 (file)
index 0000000..49b8e5f
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcercleconstpleine.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreCercle( element1D  ,  PLEIN  ,  CONSTANT  ,  2.0  ,  2.0  ,  0  ,  0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/pcerclehomocreuse.comm b/src/TestsEltsVisu/Poutres/pcerclehomocreuse.comm
new file mode 100644 (file)
index 0000000..7a2f98f
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcerclehomocreuse.comm
@@ -0,0 +1,21 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='CERCLE',
+                              VARI_SECT='HOMOTHETIQUE',
+                              CARA=('R1','R2','EP1','EP2',),
+                              VALE=(3.0,5.0,2.0,3.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/pcerclehomocreuse.simul b/src/TestsEltsVisu/Poutres/pcerclehomocreuse.simul
new file mode 100644 (file)
index 0000000..44a5dd5
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcerclehomocreuse.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreCercle( element1D  ,  CREUX  ,  HOMOTHETIQUE  ,  3.0  ,  5.0  ,  2.0  ,  3.0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/pcerclehomopleine.comm b/src/TestsEltsVisu/Poutres/pcerclehomopleine.comm
new file mode 100644 (file)
index 0000000..541f8c2
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcerclehomopleine.comm
@@ -0,0 +1,21 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='CERCLE',
+                              VARI_SECT='HOMOTHETIQUE',
+                              CARA=('R1','R2',),
+                              VALE=(3.0,2.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/pcerclehomopleine.simul b/src/TestsEltsVisu/Poutres/pcerclehomopleine.simul
new file mode 100644 (file)
index 0000000..f3395cf
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/pcerclehomopleine.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreCercle( element1D  ,  PLEIN  ,  HOMOTHETIQUE  ,  3.0  ,  2.0  ,  0  ,  0 )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/poutrerectangle.comm b/src/TestsEltsVisu/Poutres/poutrerectangle.comm
new file mode 100644 (file)
index 0000000..20a1b55
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/poutrerectangle.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA=('poutregenerale1','poutregenerale2',),
+                              SECTION='GENERALE',
+                              CARA=('A','IY','IZ','EZ',),
+                              VALE=(1.0,2.0,3.0,4.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/poutrerectangle.simul b/src/TestsEltsVisu/Poutres/poutrerectangle.simul
new file mode 100644 (file)
index 0000000..84ecd75
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/poutrerectangle.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreGenerale( "poutregenerale1 , poutregenerale2" )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/prectaffcreuse.comm b/src/TestsEltsVisu/Poutres/prectaffcreuse.comm
new file mode 100644 (file)
index 0000000..7b01a3a
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/prectaffcreuse.comm
@@ -0,0 +1,21 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='RECTANGLE',
+                              VARI_SECT='AFFINE',
+                              CARA=('HY','HZ1','HZ2','EPY','EPZ1','EPZ2',),
+                              VALE=(0.1,0.1,0.2,0.05,0.05,0.07,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/prectaffcreuse.simul b/src/TestsEltsVisu/Poutres/prectaffcreuse.simul
new file mode 100644 (file)
index 0000000..72ad688
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/prectaffcreuse.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreRectangle( element1D  ,  CREUX  ,  AFFINE  ,  0  ,  0  ,  0  ,  0  ,  0.1  ,  0.1  ,  0.1  ,  0.2  ,  0.05  ,  0.05  ,  0.05  ,  0.07  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/prectaffpleine.comm b/src/TestsEltsVisu/Poutres/prectaffpleine.comm
new file mode 100644 (file)
index 0000000..4cad67f
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/prectaffpleine.comm
@@ -0,0 +1,21 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='RECTANGLE',
+                              VARI_SECT='AFFINE',
+                              CARA=('HY','HZ1','HZ2'),
+                              VALE=(0.1,0.1,0.2),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/prectaffpleine.simul b/src/TestsEltsVisu/Poutres/prectaffpleine.simul
new file mode 100644 (file)
index 0000000..9f4b661
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/prectaffpleine.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreRectangle( element1D  ,  PLEIN  ,  AFFINE  ,  0  ,  0  ,  0  ,  0  ,  0.1  ,  0.1  ,  0.1  ,  0.2  ,  0  ,  0  , 0  ,  0  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/prectconstcreuse.comm b/src/TestsEltsVisu/Poutres/prectconstcreuse.comm
new file mode 100644 (file)
index 0000000..774af13
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/prectconstcreuse.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='RECTANGLE',
+                              CARA=('HY','HZ','EPY','EPZ',),
+                              VALE=(3.0,4.0,2.0,2.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/prectconstcreuse.simul b/src/TestsEltsVisu/Poutres/prectconstcreuse.simul
new file mode 100644 (file)
index 0000000..1ece01c
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/prectconstcreuse.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreRectangle( element1D  ,  CREUX  ,  CONSTANT  ,  0  ,  0  ,  0  ,  0  ,  3.0  ,  4.0  ,  3.0  ,  4.0  ,  2.0  ,  2.0  ,  2.0  ,  2.0  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/prectconstpleine.comm b/src/TestsEltsVisu/Poutres/prectconstpleine.comm
new file mode 100644 (file)
index 0000000..594f925
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/prectconstpleine.comm
@@ -0,0 +1,20 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='RECTANGLE',
+                              CARA=('HY','HZ',),
+                              VALE=(3.0,4.0,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/prectconstpleine.simul b/src/TestsEltsVisu/Poutres/prectconstpleine.simul
new file mode 100644 (file)
index 0000000..62dab71
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/prectconstpleine.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreRectangle( element1D  ,  PLEIN  ,  CONSTANT  ,  0  ,  0  ,  0  ,  0  ,  3.0  ,  4.0  ,  3.0  ,  4.0  ,  0  ,  0,  0  ,  0  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/precthomocreuse.comm b/src/TestsEltsVisu/Poutres/precthomocreuse.comm
new file mode 100644 (file)
index 0000000..7d7967f
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/precthomocreuse.comm
@@ -0,0 +1,21 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='RECTANGLE',
+                              VARI_SECT='HOMOTHETIQUE',
+                              CARA=('HY1','EPY1','HZ1','EPZ1','HZ2','EPZ2','HY2','EPY2',),
+                              VALE=(0.1,0.05,0.2,0.1,0.1,0.05,0.2,0.1,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/precthomocreuse.simul b/src/TestsEltsVisu/Poutres/precthomocreuse.simul
new file mode 100644 (file)
index 0000000..be4ee9d
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/precthomocreuse.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreRectangle( element1D  ,  CREUX  ,  HOMOTHETIQUE  ,  0  ,  0  ,  0  ,  0  ,  0.1  ,  0.2  ,  0.2  ,  0.1  ,  0.05 ,  0.1  ,  0.1  ,  0.05  )
+self.monObjetVisu.Visualise()

diff --git a/src/TestsEltsVisu/Poutres/precthomopleine.comm b/src/TestsEltsVisu/Poutres/precthomopleine.comm
new file mode 100644 (file)
index 0000000..57a890e
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/precthomopleine.comm
@@ -0,0 +1,21 @@
+
+
+DEBUT();
+
+maillage=LIRE_MAILLAGE();
+
+modele=AFFE_MODELE(MAILLAGE=maillage,
+                   AFFE=_F(TOUT='OUI',
+                           PHENOMENE='MECANIQUE',
+                           MODELISATION='POU_D_E',),);
+P1 = 3;
+
+
+Affe=AFFE_CARA_ELEM(MODELE=modele,
+                    POUTRE=_F(GROUP_MA='element1D',
+                              SECTION='RECTANGLE',
+                              VARI_SECT='HOMOTHETIQUE',
+                              CARA=('HY1','HZ1','HZ2','HY2',),
+                              VALE=(0.1,0.2,0.1,0.2,),),);
+
+FIN();

diff --git a/src/TestsEltsVisu/Poutres/precthomopleine.simul b/src/TestsEltsVisu/Poutres/precthomopleine.simul
new file mode 100644 (file)
index 0000000..b85c5ec
--- /dev/null
+++ b/src/TestsEltsVisu/Poutres/precthomopleine.simul
@@ -0,0 +1,3 @@
+self.monObjetVisu.Start()
+self.monObjetVisu.VisuPoutreRectangle( element1D  ,  PLEIN  ,  HOMOTHETIQUE  ,  0  ,  0  ,  0  ,  0  ,  0.1  ,  0.2  ,  0.2  ,  0.1  ,  0  , 0  ,  0  ,  0  )
+self.monObjetVisu.Visualise()