From: eficas <> Date: Fri, 30 Apr 2004 14:47:21 +0000 (+0000) Subject: PN : mise a jour pour include_materiau X-Git-Tag: CC_param_poursuite~263 X-Git-Url: http://git.salome-platform.org/gitweb/?a=commitdiff_plain;h=da6244cccf23988be677abb4474a7607de4f4646;p=modules%2Feficas.git PN : mise a jour pour include_materiau --- diff --git a/Aster/Tests/Recette/efica01a.11 b/Aster/Tests/Recette/efica01a.11 index eef038b5..e323531e 100755 --- a/Aster/Tests/Recette/efica01a.11 +++ b/Aster/Tests/Recette/efica01a.11 @@ -2,9 +2,9 @@ DEPL2 = FORMULE(REEL="""(REEL:INST) = SIN(OMEGAA*INST)/(OMEGAA**2) """) DEPLACE2=CALC_FONC_INTERP( FONCTION=DEPL2, LIST_PARA=L_INST, + NOM_PARA='INST', PROL_DROITE='LINEAIRE', PROL_GAUCHE='LINEAIRE', - NOM_PARA='INST', NOM_RESU='DEPL' ) MONO_X=CALC_CHAR_SEISME( MATR_MASS=MASSE, @@ -18,4 +18,3 @@ MACRO_PROJ_BASE(BASE=MODE_MEC,MATR_ASSE_GENE=( VECT_ASSE_GENE=_F( VECTEUR = CO("VECT_X"), VECT_ASSE = MONO_X) ) - diff --git a/Aster/Tests/Recette/efica01a.com0 b/Aster/Tests/Recette/efica01a.com0 index bad17ff2..214e3b89 100755 --- a/Aster/Tests/Recette/efica01a.com0 +++ b/Aster/Tests/Recette/efica01a.com0 @@ -1,5 +1,13 @@ POURSUITE(CODE=_F( NOM = 'EFICA01A')) +INCLUDE_MATERIAU( NOM_AFNOR='18MND5', TYPE_MODELE='REF', + VARIANTE='A', TYPE_VALE='NOMI', + NOM_MATER='MAT3', INFO=2 ) + +CHMAT3=AFFE_MATERIAU( MAILLAGE=MAILLA3, + AFFE=_F( TOUT='OUI', MATER = MAT3, TEMP_REF = 20.)) + +riginor = 2.88E7 TRAN_GE2=DYNA_TRAN_MODAL( MASS_GENE=MGEN_BIC, RIGI_GENE=RGEN_BIC, METHODE='EULER', @@ -20,7 +28,7 @@ TRAN_GE2=DYNA_TRAN_MODAL( MASS_GENE=MGEN_BIC, RIGI_GENE=RGEN_BIC, NORM_OBST = (0., 0., 1.,), DIST_1 = 0.4495, DIST_2 = 0.4495, - RIGI_NOR = 2.88E7, + RIGI_NOR = riginor, AMOR_NOR = 0., RIGI_TAN = 0., COULOMB = 0.), @@ -38,40 +46,4 @@ RESUA1=REST_BASE_PHYS( RESU_GENE=TRAN_GE1, MULT_APPUI='OUI' ) -RESUR1=REST_BASE_PHYS( RESU_GENE=TRAN_GE1, - LIST_INST=LISTIMP, - INTERPOL='LIN', - NOM_CHAM='DEPL', -# MULT_APPUI='NON' - ) - - -NO2_DXA=RECU_FONCTION( NOEUD='NO2', NOM_CMP='DX', NOM_CHAM='DEPL', - RESULTAT=RESUA1, - LIST_INST=LISTIMP, INTERPOL='LIN' ) - -NO2_DX_A=RECU_FONCTION( NOEUD='NO2', NOM_CMP='DX', NOM_CHAM='DEPL', - RESU_GENE=TRAN_GE2, - MULT_APPUI='OUI', INTERP_NUME='LIN', - LIST_INST=LISTIMP, INTERPOL='LIN' ) - -DIFF=CALC_FONCTION(COMB=( - _F( FONCTION = NO2_DX_A, COEF = 1.), - _F( FONCTION = NO2_DXA, COEF = -1.)) - ) - -TEST_FONCTION(VALEUR=( - _F( FONCTION = DIFF, VALE_PARA = 0.10, VALE_REFE = 0., - CRITERE = 'ABSOLU', PRECISION = 3.E-5), - _F( FONCTION = DIFF, VALE_PARA = 0.30, VALE_REFE = 0., - CRITERE = 'ABSOLU', PRECISION = 3.E-5), - _F( FONCTION = DIFF, VALE_PARA = 0.50, VALE_REFE = 0., - CRITERE = 'ABSOLU', PRECISION = 3.E-5), - _F( FONCTION = DIFF, VALE_PARA = 0.70, VALE_REFE = 0., - CRITERE = 'ABSOLU', PRECISION = 3.E-5), - _F( FONCTION = DIFF, VALE_PARA = 1.00, VALE_REFE = 0., - CRITERE = 'ABSOLU', PRECISION = 3.E-5)) - ) - - FIN() diff --git a/Aster/Tests/Recette/efica01a.comm b/Aster/Tests/Recette/efica01a.comm index d3555c27..46507be0 100755 --- a/Aster/Tests/Recette/efica01a.comm +++ b/Aster/Tests/Recette/efica01a.comm @@ -1,10 +1,21 @@ -# MODIF DATE 16/01/2002 AUTEUR DURAND C.DURAND +# MODIF DATE 13/01/2004 AUTEUR DURAND C.DURAND # TITRE TEST DE NON REGRESSION DE L IHM EFICAS - DERIVE DE SDND102A # CONFIGURATION MANAGEMENT OF EDF VERSION # ====================================================================== # COPYRIGHT (C) 1991 - 2001 EDF R&D WWW.CODE-ASTER.ORG -# SEE THE FILE "LICENSE.TERMS" FOR INFORMATION ON USAGE AND -# REDISTRIBUTION OF THIS FILE. +# 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. # ====================================================================== # Ce cas test est gere en configuration dans la base ASTER, il sert de # modele pour prononcer la recette de l IHM d EFICAS : l objectif est de @@ -28,182 +39,230 @@ # - verifier qu on peut bien supprimer une commande, un mot cle simple et facteur # - verifier les acces a la doc # +# -DEBUT() - -MAILLAGE=LIRE_MAILLAGE( ) -MAILLA2=LIRE_MAILLAGE( UNITE=19 ) +DEBUT(CODE=_F(NOM='EFICA01A',NIV_PUB_WEB='INTERNET'),) -MODELE=AFFE_MODELE( MAILLAGE=MAILLAGE, - AFFE=( - _F( PHENOMENE = 'MECANIQUE', MODELISATION = 'DIS_T', - GROUP_MA = 'RESSORT'), - _F( PHENOMENE = 'MECANIQUE', MODELISATION = 'DIS_T', - GROUP_NO = 'MASSES') ) - ) +MAILLAGE=LIRE_MAILLAGE() -BICHOC=AFFE_MODELE( MAILLAGE=MAILLA2, - AFFE=( - _F( PHENOMENE = 'MECANIQUE', MODELISATION = 'DIS_T', - GROUP_MA = 'RESSORTS'), - _F( PHENOMENE = 'MECANIQUE', MODELISATION = 'DIS_T', - GROUP_NO = ( 'MASSES1', 'MASSES2',))) - ) +MAILLAGE=DEFI_GROUP(reuse=MAILLAGE, + MAILLAGE=MAILLAGE, + CREA_GROUP_NO=(_F(NOEUD='NO2', + NOM='MASSES',), + _F(NOEUD='NO1', + NOM='ENCASTRE',),),) -VAL = 98696.0 +MAILLA2=LIRE_MAILLAGE(UNITE=21,) -CARA_ELE=AFFE_CARA_ELEM( MODELE=MODELE, - DISCRET=( - _F( CARA = 'K_T_D_L', REPERE = 'GLOBAL', GROUP_MA = 'RESSORT', - VALE = (VAL, 0., 0., )), - _F( CARA = 'M_T_D_N', GROUP_NO = 'MASSES', VALE = 25.0)) - ) - -CARA_BIC=AFFE_CARA_ELEM( MODELE=BICHOC, - DISCRET=( - _F( CARA = 'K_T_D_L', REPERE = 'GLOBAL', GROUP_MA = 'RESSORTS', - VALE = (VAL, 0., 0., )), - _F( CARA = 'M_T_D_N', GROUP_NO = 'MASSES1', VALE = 25.0), - _F( CARA = 'M_T_D_N', GROUP_NO = 'MASSES2', VALE = 25.0)) - ) - - -CON_LIM=AFFE_CHAR_MECA( MODELE=MODELE,DDL_IMPO=( - _F( GROUP_NO = 'ENCASTRE', DX = 0., DY = 0., DZ = 0.), - _F( GROUP_NO = 'MASSES', DY = 0., DZ = 0.)) - ) - -CL_BICHO=AFFE_CHAR_MECA( MODELE=BICHOC,DDL_IMPO=( - _F( GROUP_NO = 'ENCBICHO', DX = 0., DY = 0., DZ = 0.), - _F( GROUP_NO = ( 'MASSES1', 'MASSES2',), DY = 0., DZ = 0.)) - ) - -MACRO_MATR_ASSE( MODELE=MODELE, - CHARGE=CON_LIM, - CARA_ELEM=CARA_ELE, - NUME_DDL=CO("NUMEDDL"), - MATR_ASSE=( - _F( MATRICE = CO("RIGIDITE"), OPTION = 'RIGI_MECA'), - _F( MATRICE = CO("MASSE"), OPTION = 'MASS_MECA')) - ) - -MACRO_MATR_ASSE( MODELE=BICHOC, - CHARGE=CL_BICHO, - CARA_ELEM=CARA_BIC, - NUME_DDL=CO("NUMDDLC"), - MATR_ASSE=( - _F( MATRICE = CO("RIGI_BIC"), OPTION = 'RIGI_MECA'), - _F( MATRICE = CO("MASS_BIC"), OPTION = 'MASS_MECA')) - ) - -MODE_MEC=MODE_ITER_SIMULT( MATR_A=RIGIDITE, MATR_B=MASSE ) - -MODE_MEC=NORM_MODE(reuse=MODE_MEC, MODE=MODE_MEC, NORME='MASS_GENE' ) - -MODE_BIC=MODE_ITER_SIMULT( MATR_A=RIGI_BIC, MATR_B=MASS_BIC, - METHODE='JACOBI', - OPTION='SANS', - CALC_FREQ=_F( OPTION = 'BANDE', FREQ = (1., 10., )) - ) - -MODE_BIC=NORM_MODE(reuse=MODE_BIC, MODE=MODE_BIC, NORME='MASS_GENE' ) - -MODE_STA=MODE_STATIQUE( MATR_RIGI=RIGIDITE, MATR_MASS=MASSE, - MODE_STAT=_F( TOUT = 'OUI', AVEC_CMP = 'DX') ) - -MSTA_BIC=MODE_STATIQUE( MATR_RIGI=RIGI_BIC, MATR_MASS=MASS_BIC, - MODE_STAT=_F( TOUT = 'OUI', AVEC_CMP = 'DX') ) - - -L_INST=DEFI_LIST_REEL( DEBUT=0., - INTERVALLE=_F( JUSQU_A = 1., PAS = 0.0001) ) - -OMEGAA=DEFI_VALEUR( R8=EVAL("""2.*PI*10.""") ) - -ACCE1 = FORMULE(REEL="""(REEL:INST) = SIN(OMEGAA*INST) """) -ACCELER1=CALC_FONC_INTERP( FONCTION=ACCE1, LIST_PARA=L_INST, - PROL_DROITE='LINEAIRE', - PROL_GAUCHE='LINEAIRE', - NOM_PARA='INST', - NOM_RESU='ACCE' ) - -ACCE2 = FORMULE(REEL="""(REEL:INST) =- SIN(OMEGAA*INST) """) -ACCELER2=CALC_FONC_INTERP( FONCTION=ACCE2, LIST_PARA=L_INST, - PROL_DROITE='LINEAIRE', - PROL_GAUCHE='LINEAIRE', - NOM_PARA='INST', - NOM_RESU='ACCE' ) - -VITE1 = FORMULE(REEL="""(REEL:INST) =-COS(OMEGAA*INST)/OMEGAA """) -VITESSE1=CALC_FONC_INTERP( FONCTION=VITE1, LIST_PARA=L_INST, - PROL_DROITE='LINEAIRE', - PROL_GAUCHE='LINEAIRE', - NOM_PARA='INST', - NOM_RESU='VITE' ) - -DEPL1 = FORMULE(REEL="""(REEL:INST) =-SIN(OMEGAA*INST)/(OMEGAA**2) """) -DEPLACE1=CALC_FONC_INTERP( FONCTION=DEPL1, LIST_PARA=L_INST, - PROL_DROITE='LINEAIRE', - PROL_GAUCHE='LINEAIRE', - NOM_PARA='INST', - NOM_RESU='DEPL' ) - -VITE2 = FORMULE(REEL="""(REEL:INST) =COS(OMEGAA*INST)/OMEGAA """) -VITESSE2=CALC_FONC_INTERP( FONCTION=VITE2, LIST_PARA=L_INST, - PROL_DROITE='LINEAIRE', - PROL_GAUCHE='LINEAIRE', - NOM_PARA='INST', - NOM_RESU='VITE' ) - -INCLUDE( UNITE=11, INFO=1 ) - -MUR=DEFI_OBSTACLE( TYPE='PLAN_Z' ) - -TRAN_GE1=DYNA_TRAN_MODAL( MASS_GENE=MASS_GEN, RIGI_GENE=RIGI_GEN, - METHODE='EULER', - AMOR_REDUIT=0.07, - MODE_STAT=MODE_STA, - EXCIT=_F( - VECT_GENE = VECT_X, - ACCE = ACCELER1, - VITE = VITESSE1, - DEPL = DEPLACE1, - MULT_APPUI = 'OUI', - DIRECTION = ( 1., 0., 0.,), - NOEUD = 'NO1'), - CHOC=_F( GROUP_NO_1 = 'MASSES', - OBSTACLE = MUR, - INTITULE = 'NO2/MUR', - ORIG_OBST = ( -1., 0., 0., ), - NORM_OBST = ( 0., 0., 1., ), - JEU = 1.1005, - RIGI_NOR = 5.76E7, - AMOR_NOR = 0., - RIGI_TAN = 0., - COULOMB = 0.0), - INCREMENT=_F( INST_INIT = 0., INST_FIN = 1., PAS = 0.0002), - ARCHIVAGE=_F( PAS_ARCH = 8) - ) - - -MULT_X1=CALC_CHAR_SEISME( MATR_MASS=MASS_BIC, DIRECTION=( 1., 0., 0.,), - MODE_STAT=MSTA_BIC, NOEUD='NO1' ) - -MULT_X2=CALC_CHAR_SEISME( MATR_MASS=MASS_BIC, DIRECTION=( 1., 0., 0.,), - MODE_STAT=MSTA_BIC, NOEUD='NO11' ) +MODELE=AFFE_MODELE(MAILLAGE=MAILLAGE, + AFFE=(_F(GROUP_MA='RESSORT', + PHENOMENE='MECANIQUE', + MODELISATION='DIS_T',), + _F(GROUP_NO='MASSES', + PHENOMENE='MECANIQUE', + MODELISATION='DIS_T',),),) -MACRO_PROJ_BASE(BASE=MODE_BIC, - MATR_ASSE_GENE=( - _F( MATRICE = CO("MGEN_BIC"), MATR_ASSE = MASS_BIC), - _F( MATRICE = CO("RGEN_BIC"), MATR_ASSE = RIGI_BIC)), - VECT_ASSE_GENE=( - _F( VECTEUR = CO("VECT_X1"), VECT_ASSE = MULT_X1), - _F( VECTEUR = CO("VECT_X2"), VECT_ASSE = MULT_X2)) - ) +BICHOC=AFFE_MODELE(MAILLAGE=MAILLA2, + AFFE=(_F(GROUP_MA='RESSORTS', + PHENOMENE='MECANIQUE', + MODELISATION='DIS_T',), + _F(GROUP_NO=('MASSES1','MASSES2',), + PHENOMENE='MECANIQUE', + MODELISATION='DIS_T',),),) +VAL = 98696.0 -GRILLE=DEFI_OBSTACLE( TYPE='BI_PLAN_Z' ) +CARA_ELE=AFFE_CARA_ELEM(MODELE=MODELE, + DISCRET=(_F(GROUP_MA='RESSORT', + REPERE='GLOBAL', + CARA='K_T_D_L', + VALE=(VAL,0.0,0.0,),), + _F(GROUP_NO='MASSES', + CARA='M_T_D_N', + VALE=25.0,),),) + +CARA_BIC=AFFE_CARA_ELEM(MODELE=BICHOC, + DISCRET=(_F(GROUP_MA='RESSORTS', + REPERE='GLOBAL', + CARA='K_T_D_L', + VALE=(VAL,0.0,0.0,),), + _F(GROUP_NO='MASSES1', + CARA='M_T_D_N', + VALE=25.0,), + _F(GROUP_NO='MASSES2', + CARA='M_T_D_N', + VALE=25.0,),),) + +CON_LIM=AFFE_CHAR_MECA(MODELE=MODELE, + DDL_IMPO=(_F(GROUP_NO='ENCASTRE', + DX=0.0, + DY=0.0, + DZ=0.0,), + _F(GROUP_NO='MASSES', + DY=0.0, + DZ=0.0,),),) + +CL_BICHO=AFFE_CHAR_MECA(MODELE=BICHOC, + DDL_IMPO=(_F(GROUP_NO='ENCBICHO', + DX=0.0, + DY=0.0, + DZ=0.0,), + _F(GROUP_NO=('MASSES1','MASSES2',), + DY=0.0, + DZ=0.0,),),) + +MACRO_MATR_ASSE(MODELE=MODELE, + CARA_ELEM=CARA_ELE, + CHARGE=CON_LIM, + NUME_DDL=CO('NUMEDDL'), + MATR_ASSE=(_F(MATRICE=CO('RIGIDITE'), + OPTION='RIGI_MECA',), + _F(MATRICE=CO('MASSE'), + OPTION='MASS_MECA',),),) + +MACRO_MATR_ASSE(MODELE=BICHOC, + CARA_ELEM=CARA_BIC, + CHARGE=CL_BICHO, + NUME_DDL=CO('NUMDDLC'), + MATR_ASSE=(_F(MATRICE=CO('RIGI_BIC'), + OPTION='RIGI_MECA',), + _F(MATRICE=CO('MASS_BIC'), + OPTION='MASS_MECA',),),) + +MODE_MEC=MODE_ITER_SIMULT(MATR_A=RIGIDITE, + MATR_B=MASSE,) + +MODE_MEC=NORM_MODE(reuse =MODE_MEC, + MODE=MODE_MEC, + NORME='MASS_GENE',) + +MODE_BIC=MODE_ITER_SIMULT(MATR_A=RIGI_BIC, + MATR_B=MASS_BIC, + METHODE='JACOBI', + OPTION='SANS', + CALC_FREQ=_F(OPTION='BANDE', + FREQ=(1.0,10.0,),),) + +MODE_BIC=NORM_MODE(reuse =MODE_BIC, + MODE=MODE_BIC, + NORME='MASS_GENE',) + +MODE_STA=MODE_STATIQUE(MATR_RIGI=RIGIDITE, + MATR_MASS=MASSE, + MODE_STAT=_F(TOUT='OUI', + AVEC_CMP='DX',),) + +MSTA_BIC=MODE_STATIQUE(MATR_RIGI=RIGI_BIC, + MATR_MASS=MASS_BIC, + MODE_STAT=_F(TOUT='OUI', + AVEC_CMP='DX',),) + +L_INST=DEFI_LIST_REEL(DEBUT=0.0, + INTERVALLE=_F(JUSQU_A=1.0, + PAS=1.E-4,),) + +OMEGAA=DEFI_VALEUR(R8=EVAL("""2.*PI*10."""),) + +ACCE1 = FORMULE(REEL = '''(REEL:INST) = SIN(OMEGAA*INST)''') + +ACCELER1=CALC_FONC_INTERP(FONCTION=ACCE1, + NOM_RESU='ACCE', + LIST_PARA=L_INST, + NOM_PARA = 'INST', + PROL_DROITE='LINEAIRE', + PROL_GAUCHE='LINEAIRE',) + +ACCE2 = FORMULE(REEL = '''(REEL:INST) = - SIN(OMEGAA*INST)''') + +ACCELER2=CALC_FONC_INTERP(FONCTION=ACCE2, + NOM_RESU='ACCE', + LIST_PARA=L_INST, + NOM_PARA = 'INST', + PROL_DROITE='LINEAIRE', + PROL_GAUCHE='LINEAIRE',) + +VITE1 = FORMULE(REEL = '''(REEL:INST) = -COS(OMEGAA*INST)/OMEGAA''') + +VITESSE1=CALC_FONC_INTERP(FONCTION=VITE1, + NOM_RESU='VITE', + LIST_PARA=L_INST, + NOM_PARA = 'INST', + PROL_DROITE='LINEAIRE', + PROL_GAUCHE='LINEAIRE',) + +DEPL1 = FORMULE(REEL = '''(REEL:INST) = -SIN(OMEGAA*INST)/(OMEGAA**2)''') + +DEPLACE1=CALC_FONC_INTERP(FONCTION=DEPL1, + NOM_RESU='DEPL', + LIST_PARA=L_INST, + NOM_PARA = 'INST', + PROL_DROITE='LINEAIRE', + PROL_GAUCHE='LINEAIRE',) + +VITE2 = FORMULE(REEL = '''(REEL:INST) = COS(OMEGAA*INST)/OMEGAA''') + +VITESSE2=CALC_FONC_INTERP(FONCTION=VITE2, + NOM_RESU='VITE', + LIST_PARA=L_INST, + NOM_PARA = 'INST', + PROL_DROITE='LINEAIRE', + PROL_GAUCHE='LINEAIRE',) + +INCLUDE(UNITE=11, + INFO=1,) + +MUR=DEFI_OBSTACLE(TYPE='PLAN_Z',) + +TRAN_GE1=DYNA_TRAN_MODAL(METHODE='EULER', + MASS_GENE=MASS_GEN, + RIGI_GENE=RIGI_GEN, + AMOR_REDUIT=0.07, + MODE_STAT=MODE_STA, + INCREMENT=_F(INST_INIT=0.0, + INST_FIN=1.0, + PAS=2.0E-4,), + ARCHIVAGE=_F(PAS_ARCH=8,), + EXCIT=_F(VECT_GENE=VECT_X, + ACCE=ACCELER1, + VITE=VITESSE1, + DEPL=DEPLACE1, + MULT_APPUI='OUI', + DIRECTION=(1.0,0.0,0.0,), + NOEUD='NO1',), + CHOC=_F(INTITULE='NO2/MUR', + GROUP_NO_1='MASSES', + OBSTACLE=MUR, + ORIG_OBST=(-1.0,0.0,0.0,), + NORM_OBST=(0.0,0.0,1.0,), + JEU=1.1005, + RIGI_NOR=5.76E7, + AMOR_NOR=0.0, + RIGI_TAN=0.0, + COULOMB=0.0,),) + +MULT_X1=CALC_CHAR_SEISME(MATR_MASS=MASS_BIC, + DIRECTION=(1.0,0.0,0.0,), + MODE_STAT=MSTA_BIC, + NOEUD='NO1',) + +MULT_X2=CALC_CHAR_SEISME(MATR_MASS=MASS_BIC, + DIRECTION=(1.0,0.0,0.0,), + MODE_STAT=MSTA_BIC, + NOEUD='NO11',) +MACRO_PROJ_BASE(BASE=MODE_BIC, + MATR_ASSE_GENE=(_F(MATRICE=CO('MGEN_BIC'), + MATR_ASSE=MASS_BIC,), + _F(MATRICE=CO('RGEN_BIC'), + MATR_ASSE=RIGI_BIC,),), + VECT_ASSE_GENE=(_F(VECTEUR=CO('VECT_X1'), + VECT_ASSE=MULT_X1,), + _F(VECTEUR=CO('VECT_X2'), + VECT_ASSE=MULT_X2,),),) + +GRILLE=DEFI_OBSTACLE(TYPE='BI_PLAN_Z',) + +MAILLA3=LIRE_MAILLAGE(UNITE=22,) FIN()