From: prascle <> Date: Mon, 17 Mar 2008 15:00:59 +0000 (+0000) Subject: merge from V3_2_0_maintenance 17mar08 X-Git-Tag: mergefrom_V3_2_0_maintenance_17mar08 X-Git-Url: http://git.salome-platform.org/gitweb/?a=commitdiff_plain;h=9a8576395ac410860c6496a123778323b23eaf49;p=tools%2Feficas.git merge from V3_2_0_maintenance 17mar08 --- diff --git a/adm_local/unix/make_commence.in b/adm_local/unix/make_commence.in index 20cf62aa..a7820679 100644 --- a/adm_local/unix/make_commence.in +++ b/adm_local/unix/make_commence.in @@ -1,6 +1,8 @@ # common directories to put headerfiles inc_builddir=$(top_builddir)/include/salome +MODULE_NAME=@MODULE_NAME@ + @SET_MAKE@ SHELL=/bin/sh diff --git a/configure.in.base b/configure.in.base index b145014a..ff85c761 100644 --- a/configure.in.base +++ b/configure.in.base @@ -22,8 +22,14 @@ AC_CANONICAL_HOST PACKAGE=salome AC_SUBST(PACKAGE) -VERSION=0.0.1 +VERSION=3.2.3 +XVERSION=0x030203 AC_SUBST(VERSION) +AC_SUBST(XVERSION) + +# set up MODULE_NAME variable for dynamic construction of directories (resources, etc.) +MODULE_NAME=eficas +AC_SUBST(MODULE_NAME) dnl dnl Initialize source and build root directories @@ -215,7 +221,7 @@ else fi # make other build directories -for rep in salome_adm adm_local doc bin/salome include/salome lib/salome share/salome/resources share/salome/doc idl +for rep in salome_adm adm_local doc bin/salome include/salome lib/salome share/salome/resources/${MODULE_NAME} share/salome/doc idl do # if test ! -d $rep ; then # eval mkdir $rep diff --git a/doc/patchEficasV1_10.diff b/doc/patchEficasV1_10.diff new file mode 100644 index 00000000..935874cc --- /dev/null +++ b/doc/patchEficasV1_10.diff @@ -0,0 +1,26 @@ +diff -Naur EficasV1_10AsterSTA8.orig/Editeur/panelsSalome.py EficasV1_10AsterSTA8/Editeur/panelsSalome.py +--- EficasV1_10AsterSTA8.orig/Editeur/panelsSalome.py 2006-06-20 16:41:50.000000000 +0200 ++++ EficasV1_10AsterSTA8/Editeur/panelsSalome.py 2006-07-18 17:44:45.000000000 +0200 +@@ -100,12 +100,20 @@ + try: + valeur,validite,commentaire=self.get_valeur() + #print 'add_valeur_plusieurs_base', name +- #print 'valeur = %s, validite = %s,commentaire = %s'%( valeur,validite,commentaire ) ++ #print 'valeur = %s, validite = %s,commentaire = %s'%( valeur,validite,commentaire ) + if not valeur: # sélection dans salome + #print 'CS_pbruno selection SALOME' + strSelection = '' + +- selection, msg = self.parent.appli.selectGroupFromSalome() ++ genea = self.node.item.get_genealogie() ++ kwType = None ++ for e in genea: ++ if "GROUP_NO" in e: ++ kwType = "GROUP_NO" ++ if "GROUP_MA" in e: ++ kwType = "GROUP_MA" ++ ++ selection, msg = self.parent.appli.selectGroupFromSalome( kwType ) + + #print 'CS_pbruno selection SALOME selection ->',selection + #print 'CS_pbruno selection SALOME msg ->',msg diff --git a/resources/EFICAS_en.xml b/resources/EFICAS_en.xml index 1bd00011..7425e387 100644 --- a/resources/EFICAS_en.xml +++ b/resources/EFICAS_en.xml @@ -16,7 +16,7 @@ - + @@ -24,12 +24,13 @@ - + - + + diff --git a/resources/SalomeApp.xml b/resources/SalomeApp.xml index 2f93421b..8762806a 100644 --- a/resources/SalomeApp.xml +++ b/resources/SalomeApp.xml @@ -7,6 +7,6 @@
- +
diff --git a/src/CONFIG/eficasConfig.py b/src/CONFIG/eficasConfig.py index b50a3371..fa62dc72 100644 --- a/src/CONFIG/eficasConfig.py +++ b/src/CONFIG/eficasConfig.py @@ -1,7 +1,6 @@ -import os - - +# -*- coding: utf-8 -*- +import os # répertoire du logiciel Eficas eficasPath = '' diff --git a/src/EFICAS/EFICAS.py b/src/EFICAS/EFICAS.py index 74520724..bf236fc0 100644 --- a/src/EFICAS/EFICAS.py +++ b/src/EFICAS/EFICAS.py @@ -1,3 +1,5 @@ +# -*- coding: utf-8 -*- + import EFICAS_ORB__POA import SALOMEDS__POA @@ -74,4 +76,4 @@ class EFICAS(EFICAS_ORB__POA.EFICAS_Gen, self._naming_service=SALOME_ComponentPy.SALOME_NamingServicePy_i(self._orb) - \ No newline at end of file + diff --git a/src/EFICASGUI/EFICASGUI.py b/src/EFICASGUI/EFICASGUI.py index 627b79eb..220ebcd4 100644 --- a/src/EFICASGUI/EFICASGUI.py +++ b/src/EFICASGUI/EFICASGUI.py @@ -1,3 +1,5 @@ +# -*- coding: utf-8 -*- + """ Interface PyQt """ @@ -44,11 +46,11 @@ print "EFicasGUI :: :::::::::::::::::::::::::::::::::::::::::::::::::::::" #En V2, si on n'implémente pas cette méthode, le composant fonctionne #correctement. Un message "Attribute Error" apparait dans la trace. def setWorkSpace(workSpace): - print "EficasGUI --- setWorkSpace" + #print "EficasGUI --- setWorkSpace" global WORKSPACE - print workSpace + #print workSpace WORKSPACE=workSpace - print "WORKSPACE: ",WORKSPACE + #print "WORKSPACE: ",WORKSPACE # le desktop desktop=sgPyQt.getDesktop() @@ -57,7 +59,7 @@ def setWorkSpace(workSpace): # recuperation du workspace ws=sgPyQt.getMainFrame() - print ws + #print ws # ----------------------------------------------------------------------------- @@ -80,7 +82,7 @@ def setSettings(): desktop=sgPyQt.getDesktop() global currentStudyId currentStudyId = sgPyQt.getStudyId() - print "setSettings: currentStudyId = " + str(currentStudyId) + #print "setSettings: currentStudyId = " + str(currentStudyId) # _CS_gbo_ Voir si on peut utiliser directement sgPyQt.getStudyId() # dans salomedsgui? @@ -106,24 +108,22 @@ def activeStudyChanged(ID): # ne marche pas car sg est supposé résider dans une etude # studyId=sg.getActiveStudyId() currentStudyId=ID - print "_CS_GBO_ : EFICASGUI.activeStudyChanged : currentStudyId = ", currentStudyId - print "_CS_GBO_ : EFICASGUI.activeStudyChanged : sgPyQt.getStudyId() = ", sgPyQt.getStudyId() studyManager.palStudy.setCurrentStudyID( currentStudyId ) #CS_pbruno def definePopup(theContext, theObject, theParent): - print "EFICASGUI --- definePopup" theContext= "" theObject = "100" theParent = "ObjectBrowser" a=salome.sg.getAllSelected() - print a + #print a selectedEntry = a[0] aType, aValue = studyManager.palStudy.getTypeAndValue( selectedEntry ) - if aType == studyManager.FICHIER_EFICAS_ASTER or aType == studyManager.FICHIER_EFICAS_HOMARD: + if aType == studyManager.FICHIER_EFICAS_ASTER or aType == studyManager.FICHIER_EFICAS_HOMARD \ + or aType == studyManager.FICHIER_EFICAS_HOMARD: theObject="73" return (theContext, theObject, theParent) @@ -137,6 +137,20 @@ def customPopup(popup, theContext, theObject, theParent): popup.removeItem(99003) +def windows(): + """ + This method is called when GUI module is being created + and initialized. + Should return a map of the SALOME dockable windows id's + needed to be opened when module is activated. + """ + print "ASTERGUI::windows" + from qt import Qt + winMap = {} + winMap[ SalomePyQt.WT_ObjectBrowser ] = Qt.DockLeft + winMap[ SalomePyQt.WT_PyConsole ] = Qt.DockBottom + return winMap + # ----------------------------------------------------------------------------- import eficasSalome @@ -156,22 +170,18 @@ def runEficaspourHomard(): desktop=sgPyQt.getDesktop() eficasSalome.runEficas( "HOMARD" ) - - -def runEficasHomard(): - print "runEficas" - #eficasSalome.runEficas("HOMARD") - #desktop=sgPyQt.getDesktop() - eficasSalome.runEficas( "HOMARD" ) +def runEficaspourOpenturns(): + print "runEficas Pour Openturns" + desktop=sgPyQt.getDesktop() + eficasSalome.runEficas( "OPENTURNS" ) -def runEficasFichier(): +def runEficasFichier(version=None): """ Lancement d'eficas pour ASTER si un fichier est sélectionné, il est ouvert dans eficas """ - print "runEficasFichier" fileName = None code = None a=salome.sg.getAllSelected() @@ -187,25 +197,42 @@ def runEficasFichier(): elif aType == studyManager.FICHIER_EFICAS_HOMARD: fileName = aValue code = "HOMARD" + elif aType == studyManager.FICHIER_EFICAS_OPENTURNS: + fileName = aValue + code = "OPENTURNS" + else: + fileName=None + code = "ASTER" else: code = "ASTER" if code: #eficasSalome.runEficas(code,attr,studyId=currentStudyId) #desktop=sgPyQt.getDesktop() - eficasSalome.runEficas( code, fileName ) + if version : + eficasSalome.runEficas( code, fileName, version=version) + else : + eficasSalome.runEficas( code, fileName) +def runEficasFichierV8(): + runEficasFichier(version="v8.5") +def runEficasFichierV9(): + runEficasFichier(version="v9.1") # Partie applicative dict_command={ 941:runEficasFichier,# runEficas, 946:runEficaspourHomard, + 946:runEficaspourOpenturns, 4041:runEficasFichier, #runEficas, 4046:runEficaspourHomard, + 4047:runEficaspourOpenturns, 9042:runEficasFichier, + 9043:runEficasFichierV8, + 9044:runEficasFichierV9, } diff --git a/src/EFICASGUI/Makefile.in b/src/EFICASGUI/Makefile.in index 079fe3c2..e86289f1 100644 --- a/src/EFICASGUI/Makefile.in +++ b/src/EFICASGUI/Makefile.in @@ -32,6 +32,9 @@ LIB_SERVER_IDL = PO_FILES = EFICAS_msg_en.po EFICAS_icons.po EXPORT_PYSCRIPTS = \ +cabri.py\ +SelectMeshDiag_ui.py\ +SelectMainShapeDiag_ui.py\ EFICASGUI.py \ eficasSalome.py \ @@ -39,6 +42,10 @@ eficasSalome.py \ # _CS_gbo_151104 Ajout pour compatibilité ascendante entre versions de Eficas EXPORT_PYSCRIPTS+=eficas_etude.py +# On utilise le pyuic trouvé par le configure plutôt que celui se trouvant dans l'environnement +PYUIC = pyuic +%.py:%.ui + $(PYUIC) $< -o $@ @CONCLUDE@ diff --git a/src/EFICASGUI/SelectMainShapeDiag_ui.ui b/src/EFICASGUI/SelectMainShapeDiag_ui.ui new file mode 100644 index 00000000..add435ae --- /dev/null +++ b/src/EFICASGUI/SelectMainShapeDiag_ui.ui @@ -0,0 +1,138 @@ + +SelectMainShapeDiag + + + SelectMainShapeDiag + + + + 0 + 0 + 373 + 260 + + + + SALOME - Main Shape Selection + + + true + + + + unnamed + + + + textLabel2 + + + Select the main shape you want to work on + + + + + + New Item + + + + lbMainShapes + + + + + Layout1 + + + + unnamed + + + 0 + + + 6 + + + + buttonHelp + + + &Help + + + F1 + + + true + + + + + Horizontal Spacing2 + + + Horizontal + + + Expanding + + + + 20 + 20 + + + + + + buttonOk + + + &OK + + + + + + true + + + true + + + + + buttonCancel + + + &Cancel + + + + + + true + + + + + + + + + buttonOk + clicked() + SelectMainShapeDiag + accept() + + + buttonCancel + clicked() + SelectMainShapeDiag + reject() + + + + diff --git a/src/EFICASGUI/cabri.py b/src/EFICASGUI/cabri.py new file mode 100644 index 00000000..71406b38 --- /dev/null +++ b/src/EFICASGUI/cabri.py @@ -0,0 +1,737 @@ +# -*- coding: iso-8859-1 -*- +""" +outil métier Cabri pour Salome + +""" + + +def tetra( name, **param ): + """ + construction géométrie Cabri en Tetra + """ + #************************************************************* + # Paramètres physiques + #************************************************************* + # Nombre déléments circonférentiels (NBR_CIR) + ncir = param['ncir'] + # Temps danalyse + temps = param['temps'] + # Nombre déléments de lalésage (NBR_ALE) + nsect = param['nsect'] + # Nombre déléments radiaux (NBR_RAD) + nrad = param['nrad'] + # Nombre déléments verticaux (NBR_VER) + nver = param['nver'] + + + # Epaisseur de la rondelle (GOUJ_E_RONDEL) + he = param['he'] + # Hauteur de la bride (BRID_H) + hc1 = param['hc1'] + # Epaisseur de lécrou (GOUJ_E_ECROU) + e = param['e'] + # Nombre de goujons de la jonction boulonnée (GOUJ_N_GOUJON) + nbgouj = param['nbgouj'] + # Diamètre des goujons de la jonction boulonnée (GOUJ_D_GOUJON) + dg = param['dg'] + # Hauteur des alésages de la bride permettant lintroduction des goujons (BRID_H_ALESAG) + htrou = param['htrou'] + # Epaisseur du joint au niveau de linterface détanchéité (ETAN_E_JOINT) + j = param['j'] + # Hauteur de lépaulement de la bride au niveau de linterface détanchéité (BRID_H_EPAUL) + hb = param['hb'] + # Rayon du congé de la bride (BRID_R_CONGE) + rcong = param['rcong'] + # Position des alésages de la bride permettant lintroduction des goujons (BRID_P_ALESAG) + dtrou = param['dtrou'] + # Profondeur (épaisseur) des filets des goujons (GOUJ_E_FILET) + pf = param['pf'] + # Hauteur de conduite (TUBU_H) + hcg1 = param['hcg1'] + # Diamètre intérieur de la bride (BRID_D_INT) + dint = param['dint'] + # Diamètre extérieur de la bride (BRID_D_EXT) + dext = param['dext'] + # Diamètre des alésages de la bride permettant lintroduction des goujons (BRID_D_ALESAG) + dt = param['dt'] + # Diamètre de lécrou (GOUJ_D_ECROU) + dec = param['dec'] + # Diamétre extérieur de la conduite (TUBU_D_EXT) + dex1 = param['dex1'] + # Diamètre de la rondelle (GOUJ_D_RONDEL) + drd = param['drd'] + # Diamètre de lépaulement de la bride au niveau de linterface détanchéité (BRID_D_EPAUL) + dex3 = param['dex3'] + # Position (diamètre) du congé de la bride (BRID_D_CONGE) + dex2 = param['dex2'] + + + + import math + import time + + # imports spécifiques à salome: + + import geompy + import smesh + import salome + #Import de l'interface graphique de GEOM (nécessaire pour affecter de la couleur) + gg = salome.ImportComponentGUI("GEOM") + + time_init = time.time() + + #************************** + # test sur les parametres * + #************************** + + #opti trac psc + + nrad = abs(nrad) + ncir = abs(ncir) + nver = abs(nver) + temps = abs(temps) + nsect = abs(nsect) + nbgouj = abs(nbgouj) + dint = abs(dint) + dex1 = abs(dex1) + dex2 = abs(dex2) + dex3 = abs(dex3) + dtrou = abs(dtrou) + dext = abs(dext) + dt = abs(dt) + drd = abs(drd) + dg = abs(dg) + dec = abs(dec) + rcong = abs(rcong) + he = abs(he) + e = abs(e) + j = abs(j) + hc1 = abs(hc1) + hcg1 = abs(hcg1) + hb = abs(hb) + htrou = abs(htrou) + pf = abs(pf) + j = abs(j) + + if (nbgouj <= 2): + nbgouj = 2 + + if ((nbgouj == 2) and (ncir <= 4)): + ncir = 4 + + if (dex1 <= dint): + dex1 = dint+10. + + if (dex2 <= dex1): + dex2 = dex1+20 + + if (dg >= dt): + dg = dt-2. + + if (dec <= dt): + if (drd > dt): + dec = (dt+drd)/2 + else: + dec = dt+2 + drd = dec+2 + + if ((dtrou-dt) <= dex2): + if (dtrou <= dex2): + dtrou = dex2+(2*dt) + else: + dt = (dtrou-dex2)/2 + + if (dex3 < dint): + dex3 = dtrou-drd + if (dex3 > (dtrou-dt)): + dex3 = dtrou-drd + + if ((dtrou+drd) <= (2*dtrou-dex3)): + a = 2*dtrou-dex3 + else: + a = dtrou+drd + if (dext < a): + dext = a + + if (hb >= hc1): + hb = 1 + if (htrou >= hc1): + htrou = hc1/2 + if ((hb+htrou) >= hc1): + hb = (hc1-htrou)/10 + + if (rcong >= 15.): + rcong = 15. + + rg = dg / 2. + if (pf >= rg): + pf = rg/2. + + if (nrad <= 0): + nrad = 1 + + if (ncir <= 1): + ncir = 2 + + if (nver <= 0): + nver = 1 + + if (nsect <= 3): + nsect = 4 + + if (temps <= 0): + nsect = 3 + + #************************** + # parametres intrinsèques * + #************************** + #opti dime 3 elem cub8 + #dens 1 + + # critere pour elim + crit = 0.0001 + + # rayons + rint = dint / 2. + rex1 = dex1 / 2. + rex2 = dex2 / 2. + rex3 = dex3 / 2. + rtrou = dtrou / 2. + rext = dext / 2. + rt = dt / 2. + rrd = drd / 2. + rg = dg / 2. + rec = dec / 2. + + # angle de coupe + stet = rrd/rtrou + ctet = stet**2 + ctet = 1-ctet + ctet = ctet**0.5 + tet = stet/ctet + tet = math.atan(tet) + beta = math.pi / nbgouj + # if (tet >= beta): + # tet = 1.1*tet + # beta = tet + # else: + # if ((beta-tet) < (0.1*tet)): + # tet = beta + # else: + # tet = (tet+beta)/2 + + # hauteurs + ht = hc1 + hcg1; + h = (hb + htrou); + mj = 0-j; + + p0 = geompy.MakeVertex(0., 0., 0.) + + Vx = geompy.MakeVectorDXDYDZ(1., 0., 0.) + Vy = geompy.MakeVectorDXDYDZ(0., 1., 0.) + Vz = geompy.MakeVectorDXDYDZ(0., 0., 1.) + + + p1 = geompy.MakeVertex(rint, 0., 0.) + p2 = geompy.MakeVertex(rint, 0., -j/2.) + p3 = geompy.MakeVertex(rex3, 0., -j/2.) + p4 = geompy.MakeVertex(rex3, 0., 0.) + + edge1 = geompy.MakeEdge(p1,p2) + edge2 = geompy.MakeEdge(p2,p3) + edge3 = geompy.MakeEdge(p3,p4) + edge4 = geompy.MakeEdge(p4,p1) + + wire_joint = geompy.MakeWire([edge1, edge2, edge3, edge4]) + face_joint = geompy.MakeFace(wire_joint,1) + + p5 = geompy.MakeVertex(rex3, 0., hb) + + edge5 = geompy.MakeEdge(p4, p5) + + p7 = geompy.MakeVertex(rext, 0., hb) + p8 = geompy.MakeVertex(rext, 0., hb + htrou) + p9 = geompy.MakeVertex(rex2, 0., hb + htrou) + + edge6 = geompy.MakeEdge(p5, p7) + edge9 = geompy.MakeEdge(p7, p8) + # construction du congé + # Rq: voir ce que l'on fait si la rondelle s'appuye sur le congé + + an = math.atan ((hc1-h)/(rex2-rex1)) + alpha = (math.pi - an)/2. + + conge_p1 = geompy.MakeVertex(rex2 + rcong/math.tan(alpha), 0., h) + conge_centre = geompy.MakeVertex(rex2 + rcong/math.tan(alpha), 0., h + rcong) + + gamma = math.pi - 2*alpha + + conge_axe = geompy.MakePrismVecH(conge_centre, Vy, 1) + conge = geompy.MakeRevolution(conge_p1, conge_axe, gamma) + # geompy.addToStudy(conge, "conge") + + conge_p2 = geompy.MakeRotation(conge_p1, conge_axe, gamma) + + ## fin construction du congé + + #avant le congé + edge10 = geompy.MakeEdge(p8, conge_p1) + # après le congé + p12 = geompy.MakeVertex(rex1, 0., hc1) + edge11 = geompy.MakeEdge(conge_p2, p12) + + p11 = geompy.MakeVertex(rint, 0., hc1) + p13 = geompy.MakeVertex(rex1, 0., hc1 + hcg1) + p14 = geompy.MakeVertex(rint, 0., hc1 + hcg1) + + edge16 = geompy.MakeEdge(p11, p14) + edge17 = geompy.MakeEdge(p14, p13) + edge18 = geompy.MakeEdge(p13, p12) + + edge19 = geompy.MakeEdge(p11, p1) + + wire_front = geompy.MakeWire([edge4, edge5, edge6, edge9, edge10, conge, + edge11, edge18, edge17, edge16, edge19]) + + face_front = geompy.MakeFace(wire_front,1) + # geompy.addToStudy(face_front, "face_front") + # on ajoutera le joint après la révolution + + + # Création du bloc solide + + bride_revol = geompy.MakeRevolution(face_front, Vz, beta) + # geompy.addToStudy(bride_revol, "bride_revol") + + # outil de coupe + p_goujon = geompy.MakeVertex(rtrou, 0., -j/2.) + cut_tool = geompy.MakeCylinder(p_goujon, Vz, rt, hc1 + j) + # geompy.addToStudy(cut_tool, "cut_tool") + + # coupe + bride_cut = geompy.MakeCut(bride_revol, cut_tool) + # geompy.addToStudy(bride_cut, "bride_cut") + + + + # goujon + axe_goujon = geompy.MakePrismVecH(p_goujon, Vz, 1.) + p_rayon_goujon = geompy.MakeTranslation(p_goujon, rg, 0., 0.) + rayon_goujon = geompy.MakeEdge(p_goujon, p_rayon_goujon) + # base_goujon = geompy.MakeRevolution(rayon_goujon, axe_goujon, math.pi) + h_goujon = j/2. + h + e + 1.5 * he + p1_filet_goujon = geompy.MakeVertex(rtrou + rg, 0., h_goujon - pf) + p2_filet_goujon = geompy.MakeVertex(rtrou + rg - pf, 0., h_goujon) + p_goujon_h = geompy.MakeVertex(rtrou, 0., h_goujon) + edge1_goujon = geompy.MakeEdge(p_rayon_goujon, p1_filet_goujon) + edge2_goujon = geompy.MakeEdge(p1_filet_goujon, p2_filet_goujon) + edge3_goujon = geompy.MakeEdge(p2_filet_goujon, p_goujon_h) + wire_goujon = geompy.MakeWire([rayon_goujon, edge1_goujon, edge2_goujon, edge3_goujon]) + face_ext_goujon = geompy.MakeRevolution(wire_goujon, axe_goujon, math.pi) + # geompy.addToStudy(face_ext_goujon, "face_ext_goujon") + wire_gauche_goujon = geompy.MakeRotation(wire_goujon, axe_goujon, math.pi) + + p2_filet_goujon_g = geompy.MakeRotation(p2_filet_goujon, axe_goujon, math.pi) + p_rayon_goujon_g = geompy.MakeTranslation(p_goujon, - rg, 0., 0.) + diametre_haut = geompy.MakeEdge(p2_filet_goujon_g, p2_filet_goujon) + diametre_bas = geompy.MakeEdge(p_rayon_goujon_g, p_rayon_goujon) + edge1_goujon_g = geompy.MakeRotation(edge1_goujon, axe_goujon, math.pi) + edge2_goujon_g = geompy.MakeRotation(edge2_goujon, axe_goujon, math.pi) + wire_face_int_goujon2 = geompy.MakeWire([diametre_bas, edge1_goujon, edge2_goujon, + diametre_haut, edge1_goujon_g, edge2_goujon_g]) + # geompy.addToStudy(wire_face_int_goujon2, "wire_face_int_goujon2") + face_int_goujon = geompy.MakeFace(wire_face_int_goujon2, 1) + + shell_goujon = geompy.MakeShell([face_ext_goujon, face_int_goujon]) + goujon = geompy.MakeSolid([shell_goujon]) + # geompy.addToStudy(goujon, "goujon") + + # ecrou + p1_ecrou = geompy.MakeVertex(rtrou + rg, 0., hb + htrou + e) + p2_ecrou = geompy.MakeVertex(rtrou + rec, 0., hb + htrou + e) + rayon_ecrou = geompy.MakeEdge(p1_ecrou, p2_ecrou) + base_ecrou = geompy.MakeRevolution(rayon_ecrou, axe_goujon, math.pi) + ecrou = geompy.MakePrismVecH(base_ecrou, Vz, he) + # geompy.addToStudy(ecrou, "ecrou") + + # assemblage goujon, ecrou: + goujon_ecrou = geompy.MakeCompound([goujon, ecrou]) + # geompy.addToStudy(goujon_ecrou, "goujon_ecrou") + + + # rondelle + p1_rondelle = geompy.MakeVertex(rtrou + rt, 0., hb + htrou) + p2_rondelle = geompy.MakeVertex(rtrou + rrd, 0., hb + htrou) + rayon_rondelle = geompy.MakeEdge(p1_rondelle, p2_rondelle) + # base_rondelle = geompy.MakeRevolution(rayon_rondelle, axe_goujon, math.pi) + face_rondelle = geompy.MakePrismVecH(rayon_rondelle, Vz, e) + rondelle = geompy.MakeRevolution(face_rondelle, axe_goujon, math.pi) + # geompy.addToStudy(rondelle, "rondelle") + + + # assemblage goujon-ecrou avec rondelle + goujon_ecrou_rondelle = geompy.MakeFuse(goujon_ecrou, rondelle) + # geompy.addToStudy(goujon_ecrou_rondelle, "goujon_ecrou_rondelle") + + + # assemblage sur la piece principale + bride_but_joint_tmp = geompy.MakeFuse(bride_cut, goujon_ecrou_rondelle) + # geompy.addToStudy(bride_but_joint_tmp, "bride_but_joint_tmp") + + # On partitionne avec la rondelle pour récupérer les solides physiques + bride_but_joint = geompy.MakePartition([bride_but_joint_tmp], [rondelle]) + # geompy.addToStudy(bride_but_joint, "bride_but_joint") + + # on ajoute le joint (compound pour que les faces communes soient en double) + joint = geompy.MakeRevolution(face_joint, Vz, beta) + # geompy.addToStudy(joint, "joint") + + bride_tmp = geompy.MakeCompound([bride_but_joint, joint]) + # geompy.addToStudy(bride_tmp, "bride_tmp") + + time_0 = time.time() + print "Temps Geometrie = ", (time_0-time_init) + + + # on partitionne pour obtenir certains points (P_BRI, P_GOU) + p6 = geompy.MakeVertex(rint, 0., hb) + edge_part = geompy.MakeEdge(p6, p7) + plan_part = geompy.MakeRevolution(edge_part, Vz, beta) + bride_part = geompy.MakePartition([bride_tmp], [plan_part]) + # geompy.addToStudy(bride_part, "bride_part") + + edge_p5_p6 = geompy.GetEdge(bride_part, p5, p6) + edge_p5_p6_ind = geompy.GetSubShapeID(bride_part, edge_p5_p6) + bride_vertex1 = geompy.DivideEdge(bride_part, edge_p5_p6_ind, 1./3., 1) + # geompy.addToStudy(bride_vertex1, "bride_vertex1") + + p_gouj_part1 = geompy.MakeVertex(rtrou - rg, 0., hb) + p_gouj_part2 = geompy.MakeVertex(rtrou + rg, 0., hb) + p_gouj_mid = geompy.MakeVertex(rtrou, 0., hb) + edge_gouj_part = geompy.GetEdgeNearPoint(bride_vertex1, p_gouj_mid) + edge_gouj_part_ind = geompy.GetSubShapeID(bride_vertex1, edge_gouj_part) + bride = geompy.DivideEdge(bride_vertex1, edge_gouj_part_ind, 0.5, 1) +# geompy.addToStudy(bride, "bride") + geompy.addToStudy(bride, name ) + + + time_1 = time.time() + print "Temps Partition = ", (time_1-time_0) + + # Détermination des différents solides et affichage en couleur + + idToDisplay=[] + + GOUJON1 = geompy.GetBlockNearPoint(bride, p_goujon) + GOUJON2 = geompy.GetBlockNearPoint(bride, p_goujon_h) + list_GOUJON = [GOUJON1, GOUJON2] + + GOUJON = geompy.CreateGroup(bride, geompy.ShapeType["SOLID"]) + id_GOUJON = geompy.addToStudyInFather(bride, GOUJON, "GOUJON") + idToDisplay.append(id_GOUJON) + + for solid in list_GOUJON: + f_ind_tmp = geompy.GetSubShapeID(bride, solid) + geompy.AddObject(GOUJON, f_ind_tmp) + + + JOINT = geompy.GetBlockNearPoint(bride, p2) + id_JOINT = geompy.addToStudyInFather(bride, JOINT, "JOINT") + idToDisplay.append(id_JOINT) + + p_rondelle = geompy.MakeTranslation(p2_rondelle, 0., 0., e) + ROND = geompy.GetBlockNearPoint(bride, p_rondelle) + id_ROND = geompy.addToStudyInFather(bride, ROND, "ROND") + idToDisplay.append(id_ROND) + + p_ecrou = geompy.MakeTranslation(p2_ecrou, 0., 0., he) + ECROU = geompy.GetBlockNearPoint(bride, p_ecrou) + id_ECROU = geompy.addToStudyInFather(bride, ECROU, "ECROU") + idToDisplay.append(id_ECROU) + + list_BRIDE = [] + + BRIDE1 = geompy.GetBlockNearPoint(bride, p14) + list_BRIDE.append(BRIDE1) + + p_BRIDE2 = geompy.MakeVertex((rint+rex3)/2., 0., hb/2.) + p_BRIDE2_rota = geompy.MakeRotation(p_BRIDE2, Vz, beta/2.) + BRIDE2 = geompy.GetBlockNearPoint(bride, p_BRIDE2_rota) + list_BRIDE.append(BRIDE2) + + BRIDE = geompy.CreateGroup(bride, geompy.ShapeType["SOLID"]) + id_BRIDE = geompy.addToStudyInFather(bride, BRIDE, "BRIDE") + idToDisplay.append(id_BRIDE) + + for solid in list_BRIDE: + f_ind_tmp = geompy.GetSubShapeID(bride, solid) + geompy.AddObject(BRIDE, f_ind_tmp) + + RedGreenBlue = [[189,97,0],[255,215,0],[255,0,0],[0,176,0],[0,0,255]] + + for i in range(len(idToDisplay)): + gg.createAndDisplayGO(idToDisplay[i]) + gg.setDisplayMode(idToDisplay[i],1) + gg.setColor(idToDisplay[i],RedGreenBlue[i][0],RedGreenBlue[i][1],RedGreenBlue[i][2]) + + list_VTOT = geompy.SubShapeAllSorted(bride, geompy.ShapeType["SOLID"]) + VTOT = geompy.CreateGroup(bride, geompy.ShapeType["SOLID"]) + for solid in list_VTOT: + f_ind_tmp = geompy.GetSubShapeID(bride, solid) + geompy.AddObject(VTOT, f_ind_tmp) + geompy.addToStudyInFather(bride, VTOT, "VTOT") + + time_2 = time.time() + print "Temps affichage solides = ", (time_2-time_1) + + # Détermination des différentes faces + + p_SCEG = geompy.MakeVertex(rtrou, rg, h + e + he/2.) + SCEG = geompy.GetFaceNearPoint(ECROU, p_SCEG) + geompy.addToStudyInFather(bride, SCEG, "SCEG") + + SCGE = geompy.GetFaceNearPoint(GOUJON, p_SCEG) + geompy.addToStudyInFather(bride, SCGE, "SCGE") + + p_2_3 = geompy.MakeVertexOnCurve(edge2, 0.5) + p_2_3_rota = geompy.MakeRotation(p_2_3, Vz, beta/2.) + M_JOI = geompy.GetFaceNearPoint(JOINT, p_2_3_rota) + geompy.addToStudyInFather(bride, M_JOI, "M_JOI") + + p_1_4 = geompy.MakeVertexOnCurve(edge4, 0.5) + p_1_4_rota = geompy.MakeRotation(p_1_4, Vz, beta/2.) + SCJB = geompy.GetFaceNearPoint(JOINT, p_1_4_rota) + geompy.addToStudyInFather(bride, SCJB, "SCJB") + + SCBJ = geompy.GetFaceNearPoint(BRIDE, p_1_4_rota) + geompy.addToStudyInFather(bride, SCBJ, "SCBJ") + + p1_rota = geompy.MakeRotation(p1, Vz, beta/2.) + Vint = geompy.MakeVector(p1_rota, p0) + list_M_INT = geompy.GetShapesOnPlane(bride, geompy.ShapeType["FACE"], + Vint, geompy.GEOM.ST_ONOUT) + + M_INT = geompy.CreateGroup(bride, geompy.ShapeType["FACE"]) + geompy.addToStudyInFather(bride, M_INT, "M_INT") + + for face in list_M_INT: + f_ind_tmp = geompy.GetSubShapeID(bride, face) + geompy.AddObject(M_INT, f_ind_tmp) + + + p_13_14 = geompy.MakeVertexOnCurve(edge17, 0.5) + p_13_14_rota = geompy.MakeRotation(p_13_14, Vz, beta/2.) + M_TUB = geompy.GetFaceNearPoint(BRIDE, p_13_14_rota) + geompy.addToStudyInFather(bride, M_TUB, "M_TUB") + + p_M_GOU = geompy.MakeVertex(rtrou, rg/2., -j/2.) + M_GOU = geompy.GetFaceNearPoint(GOUJON, p_M_GOU) + geompy.addToStudyInFather(bride, M_GOU, "M_GOU") + + Vy_rota = geompy.MakeRotation(Vy, Vz, beta) + list_M_L_SA = geompy.GetShapesOnPlane(bride, geompy.ShapeType["FACE"], + Vy_rota, geompy.GEOM.ST_ONOUT) + + M_L_SA = geompy.CreateGroup(bride, geompy.ShapeType["FACE"]) + geompy.addToStudyInFather(bride, M_L_SA, "M_L_SA") + + for face in list_M_L_SA: + f_ind_tmp = geompy.GetSubShapeID(bride, face) + geompy.AddObject(M_L_SA, f_ind_tmp) + + + moins_Vy = geompy.ChangeOrientation(Vy) + list_M_L_AA = geompy.GetShapesOnPlane(bride, geompy.ShapeType["FACE"], + moins_Vy, geompy.GEOM.ST_ONOUT) + + M_L_AA = geompy.CreateGroup(bride, geompy.ShapeType["FACE"]) + geompy.addToStudyInFather(bride, M_L_AA, "M_L_AA") + + for face in list_M_L_AA: + f_ind_tmp = geompy.GetSubShapeID(bride, face) + geompy.AddObject(M_L_AA, f_ind_tmp) + + + list_M_EXT = [] + + p_4_5 = geompy.MakeVertexOnCurve(edge5, 0.5) + p_4_5_rota = geompy.MakeRotation(p_4_5, Vz, beta/2.) + M_EXT1 = geompy.GetFaceNearPoint(bride, p_4_5_rota) + list_M_EXT.append(M_EXT1) + + p_M_EXT2 = geompy.MakeVertex((rex3 + rtrou-rt)/2., 0., hb) + p_M_EXT2_rota = geompy.MakeRotation(p_M_EXT2, Vz, beta/2.) + M_EXT2 = geompy.GetFaceNearPoint(bride, p_M_EXT2_rota) + list_M_EXT.append(M_EXT2) + + p_7_8 = geompy.MakeVertexOnCurve(edge9, 0.5) + p_7_8_rota = geompy.MakeRotation(p_7_8, Vz, beta/2.) + M_EXT3 = geompy.GetFaceNearPoint(bride, p_7_8_rota) + list_M_EXT.append(M_EXT3) + + p_M_EXT4 = geompy.MakeVertex((rext + rtrou+rrd)/2., 0., h) + p_M_EXT4_rota = geompy.MakeRotation(p_M_EXT4, Vz, beta/2.) + M_EXT4 = geompy.GetFaceNearPoint(bride, p_M_EXT4_rota) + list_M_EXT.append(M_EXT4) + + p_mid_conge = geompy.MakeVertexOnCurve(conge, 0.5) + p_mid_conge_rota = geompy.MakeRotation(p_mid_conge, Vz, beta/2.) + M_EXT5 = geompy.GetFaceNearPoint(bride, p_mid_conge_rota) + list_M_EXT.append(M_EXT5) + + p_9_12 = geompy.MakeVertexOnCurve(edge11, 0.5) + p_9_12_rota = geompy.MakeRotation(p_9_12, Vz, beta/2.) + M_EXT6 = geompy.GetFaceNearPoint(bride, p_9_12_rota) + list_M_EXT.append(M_EXT6) + + p_12_13 = geompy.MakeVertexOnCurve(edge18, 0.5) + p_12_13_rota = geompy.MakeRotation(p_12_13, Vz, beta/2.) + M_EXT7 = geompy.GetFaceNearPoint(bride, p_12_13_rota) + list_M_EXT.append(M_EXT7) + + p_haut_gouj = geompy.MakeTranslation(p_goujon_h, 0., (rg-pf)/2., 0.) + M_EXT8 = geompy.GetFaceNearPoint(bride, p_haut_gouj) + list_M_EXT.append(M_EXT8) + + p_filet_gouj = geompy.MakeVertexOnCurve(edge2_goujon, 0.5) + p_filet_gouj_rota = geompy.MakeRotation(p_filet_gouj, axe_goujon, math.pi/2.) + M_EXT9 = geompy.GetFaceNearPoint(bride, p_filet_gouj_rota) + list_M_EXT.append(M_EXT9) + + p_cote_gouj = geompy.MakeVertex(rtrou, rg, (h+e+he + h_goujon) / 2.) + M_EXT10 = geompy.GetFaceNearPoint(bride, p_cote_gouj) + list_M_EXT.append(M_EXT10) + + p_haut_ecrou = geompy.MakeVertex(rtrou, (rg+rec)/2., h + e + he) + M_EXT11 = geompy.GetFaceNearPoint(bride, p_haut_ecrou) + list_M_EXT.append(M_EXT11) + + p_cote_ecrou = geompy.MakeVertex(rtrou, rec, h + e + he/2.) + M_EXT12 = geompy.GetFaceNearPoint(bride, p_cote_ecrou) + list_M_EXT.append(M_EXT12) + + p_haut_rondelle = geompy.MakeVertex(rtrou, (rec+rrd)/2., h + e) + M_EXT13 = geompy.GetFaceNearPoint(bride, p_haut_rondelle) + list_M_EXT.append(M_EXT13) + + p_cote_rondelle = geompy.MakeVertex(rtrou, rrd, h + e/2.) + M_EXT14 = geompy.GetFaceNearPoint(bride, p_cote_rondelle) + list_M_EXT.append(M_EXT14) + + M_EXT = geompy.CreateGroup(bride, geompy.ShapeType["FACE"]) + geompy.addToStudyInFather(bride, M_EXT, "M_EXT") + + for face in list_M_EXT: + f_ind_tmp = geompy.GetSubShapeID(bride, face) + geompy.AddObject(M_EXT, f_ind_tmp) + + time_3 = time.time() + print "Temps explosion des faces = ", (time_3-time_2) + + + # Détermination des différents points + + epsilon = 1e-7 + + #P4 + PJE_OUV = geompy.GetPoint(JOINT, rex3, 0., 0., epsilon) + geompy.addToStudyInFather(bride, PJE_OUV, "PJE_OUV") + + #P1 + PJI_OUV = geompy.GetPoint(JOINT, rint, 0., 0., epsilon) + geompy.addToStudyInFather(bride, PJI_OUV, "PJI_OUV") + + #P4 + PBE_OUV = geompy.GetPoint(BRIDE, rex3, 0., 0., epsilon) + geompy.addToStudyInFather(bride, PBE_OUV, "PBE_OUV") + + #P1 + PBI_OUV = geompy.GetPoint(BRIDE, rint, 0., 0., epsilon) + geompy.addToStudyInFather(bride, PBI_OUV, "PBI_OUV") + + P_ECR = geompy.GetPoint(bride, rtrou + rt, 0., h + e, epsilon) + geompy.addToStudyInFather(bride, P_ECR, "P_ECR") + + P_GOU = geompy.GetPoint(bride, rtrou, 0., hb, epsilon) + geompy.addToStudyInFather(bride, P_GOU, "P_GOU") + + P_BRI = geompy.GetPoint(bride, rint + (rex3-rint)/3., 0., hb, epsilon) + geompy.addToStudyInFather(bride, P_BRI, "P_BRI") + + time_4 = time.time() + print "Temps explosion des vertices = ", (time_4-time_3) + + +# #=============== MAILLAGE ====================== +# +# AverageLength = (rex1-rint)/nrad +# +# # Creation du maillage +# # -------------------- +# +# maillageBride = smesh.Mesh(bride, "MeshBride") +# +# # Algorithmes et hypotheses globales +# # ---------------------------------- +# +# # 1D +# +# algo = maillageBride.Segment() +# algo.LocalLength(AverageLength) +# # On veut un maillage quadratique +# algo.QuadraticMesh() +# +# # 2D +# +# algo = maillageBride.Triangle() +# algo.LengthFromEdges() +# +# # 3D +# +# maillageBride.Tetrahedron(smesh.NETGEN) +# +# +# # Calcul +# # ------ +# +# maillageBride.Compute() +# time_5 = time.time() +# print "Temps Maillage = ", (time_5-time_4) +# +# # Création des groupes +# # -------------------- +# +# maillageBride.Group(P_GOU, "P_GOU") +# maillageBride.Group(PBI_OUV, "PBI_OUV") +# maillageBride.Group(P_BRI, "P_BRI") +# maillageBride.Group(PBE_OUV, "PBE_OUV") +# maillageBride.Group(P_ECR, "P_ECR") +# maillageBride.Group(PJI_OUV, "PJI_OUV") +# maillageBride.Group(SCEG, "SCEG") +# maillageBride.Group(SCGE, "SCGE") +# maillageBride.Group(M_JOI, "M_JOI") +# maillageBride.Group(SCJB, "SCJB") +# maillageBride.Group(SCBJ, "SCBJ") +# maillageBride.Group(M_EXT, "M_EXT") +# maillageBride.Group(M_INT, "M_INT") +# maillageBride.Group(M_TUB, "M_TUB") +# maillageBride.Group(M_GOU, "M_GOU") +# maillageBride.Group(M_L_SA, "M_L_SA") +# maillageBride.Group(M_L_AA, "M_L_AA") +# maillageBride.Group(GOUJON, "GOUJON") +# maillageBride.Group(ROND, "ROND") +# maillageBride.Group(ECROU, "ECROU") +# maillageBride.Group(BRIDE, "BRIDE") +# maillageBride.Group(JOINT, "JOINT") +# maillageBride.Group(VTOT, "VTOT") +# +# time_6 = time.time() +# +# print "Temps Groupes Maillage = ", (time_6-time_5) +# # Mise à jour de l'arbre d'étude + + salome.sg.updateObjBrowser(1) + + + + \ No newline at end of file diff --git a/src/EFICASGUI/eficasSalome.py b/src/EFICASGUI/eficasSalome.py index ae7e7142..6bbde018 100644 --- a/src/EFICASGUI/eficasSalome.py +++ b/src/EFICASGUI/eficasSalome.py @@ -1,9 +1,11 @@ +# -*- coding: utf-8 -*- + from Logger import ExtLogger import qt import notifqt # ----------------------------------------------------------------------------- -import sys, os +import sys, os, re,types @@ -25,6 +27,7 @@ import eficasConfig sys.path[:0]=[os.path.join( eficasConfig.eficasPath,'Aster'), os.path.join( eficasConfig.eficasPath,'Homard'), + os.path.join( eficasConfig.eficasPath,'InterfaceTK'), os.path.join( eficasConfig.eficasPath,'Editeur'), eficasConfig.eficasPath, ] @@ -39,11 +42,17 @@ HOMARD = "HOMARD" import Editeur -from Editeur import eficas -from Editeur import splash +try : + from Editeur import eficas + from Editeur import splash +except : + from InterfaceTK import eficas + from InterfaceTK import splash import salome import meshGui +import visuDriver +import PALGUI_API import studyManager #from qxembed import QXEmbed @@ -51,15 +60,28 @@ import studyManager import SalomePyQt +from SelectMainShapeDiag_ui import SelectMainShapeDiag +from SelectMeshDiag_ui import SelectMeshDiag + + # message utilisateur msgWarning = "Attention" +msgMainShapeSelection = "On travaille sur la géométrie principale : " msgSubShapeBadMainShape = "La sélection géométrique SALOME ne correspond pas à une sous-géométrie de la géométrie principale : " msgMeshGroupBadMainShape = "Le groupe de maillage sélectionné dans SALOME ne référence pas la bonne géométrie principale : " msgIncompleteSelection = "Tous les éléments de la sélection SALOME n'ont pu étre ajoutée" msgUnAuthorizedSelecion = "Sélection SALOME non authorisé. Autorisé : sous-géométrie, groupe de maille" msgErrorAddJdcInSalome = "Erreur dans l'export du fichier de commande dans l'arbre d'étude Salome" msgErrorDisplayShape = "Erreur dans l'affichage de la forme géométrique sélectionnée" +msgErrorDisplayMeshGroup = "Erreur dans l'affichage du groupe de maillage sélectionné" +msgErrorNeedSubShape = "Sélection d'un élément sous géométrique seulement" + + +msgErrorGroupMaSelection = "Sélection GROUP_MA ne peut pas prendre un point ou un noeud" +msgWarningGroupNoSelection = "Attention, GROUP_NO devrait prendre un point ou un noeud" + + # couleur pour visualisation des géometrie CS_CBO @@ -78,7 +100,70 @@ COLORS = ( studyManager.RED, LEN_COLORS = len( COLORS ) - + + + +class SelectMainShapeDiagImpl( SelectMainShapeDiag ): + def __init__( self, mainShapeEntries, parent = None,name = None,modal = 1,fl = 0 ): + SelectMainShapeDiag.__init__( self,parent,name,modal,fl ) + + self.mainShapes = {} # ( entry, value ) + for entry in mainShapeEntries: + name = studyManager.palStudy.getName( entry ) + self.mainShapes[entry] = name + + self.lbMainShapes.clear() + for entry,name in self.mainShapes.items(): + self.lbMainShapes.insertItem( name ) + self.lbMainShapes.setCurrentItem( 0 ) + + + def getUserSelection( self ): + mainShapeEntry = None + + item = self.lbMainShapes.selectedItem() + mainShapeName = str( item.text() ) + + for entry, name in self.mainShapes.items(): + if mainShapeName == name: + mainShapeEntry = entry + break + + return mainShapeEntry + + +class SelectMeshDiagImpl( SelectMeshDiag ): + def __init__( self, meshGroupEntries, parent = None,name = None,modal = 1,fl = 0 ): + SelectMeshDiag.__init__( self,parent,name,modal,fl ) + + self.meshes = {} # ( entry, value ) + + for meshGroupEntry in meshGroupEntries: + meshEntry = studyManager.palStudy.getMesh(meshGroupEntry) + meshName = studyManager.palStudy.getName(meshEntry) + self.meshes[meshEntry] = meshName + + self.lbMeshes.clear() + for entry,name in self.meshes .items(): + self.lbMeshes.insertItem( name ) + self.lbMeshes.setCurrentItem( 0 ) + + def getUserSelection( self ): + selMeshEntry, keep = None, False + + item = self.lbMeshes.selectedItem() + meshName = str( item.text() ) + for entry, name in self.meshes.items(): + if meshName == name: + selMeshEntry = entry + break + + keep = self.cbAgain.isChecked() + + return selMeshEntry, keep + + + #class MyEficas( Tkinter.Toplevel, eficas.EFICAS, QXEmbed ): class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): @@ -88,7 +173,7 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): a)la création de groupes de mailles dans le composant SMESH de SALOME b)la visualisation d'éléments géométrique dans le coposant GEOM de SALOME par sélection dans EFICAS """ - def __init__(self, parent, code = None, fichier = None ): + def __init__( self, parent, code = None, fichier = None, module = studyManager.SEficas, version=None): """ Constructeur. @@ -106,25 +191,36 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): Tkinter.Toplevel.__init__( self ) if Editeur.__dict__.has_key( 'session' ): - print 'CS_pbruno has_key session' from Editeur import session eficasArg = [] eficasArg += sys.argv if fichier: eficasArg += [ fichier ] + if version: + eficasArg += [ "-c", version ] session.parse( eficasArg ) - #---------------------------- initialisation EFICAS ----------------- + #---------------------------------------- initialisation EFICAS -------------------------- splash.init_splash( self, code = code, titre = "Lancement d'EFICAS pour %s" %code ) splash._splash.configure( text="Chargement d'EFICAS en cours.\n Veuillez patienter ..." ) # différence eficas 1.7 et 1.8 + # compatibilite 1.12 + V112=0 + try : + from Editeur import appli + V112=1 + except : + pass - eficas.EFICAS.__init__( self, self, code = code ) + if V112 : + eficas.EFICAS.__init__( self, self, code = code ) + else : + eficas.EFICAS.__init__( self, self, code = code , salome = 1) - #---------------------------------------------------------------------- + #--------------------------------------------------------------------------------------------- """ @@ -135,15 +231,16 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): embedded.show() embedded.embedTk( self.winfo_id() ) size = embedded.sizeHint() - print 'CS_pbruno size (%s, %s )'%( size.width(), size.height () ) + #print 'CS_pbruno size (%s, %s )'%( size.width(), size.height () ) embedded.resize( size.width(), size.height () ) embedded.setWFlags( qt.Qt.WDestructiveClose | qt.Qt.WStyle_Customize | qt.Qt.WStyle_StaysOnTop ) - #---------------------------------------------------------------------- + #--------------------------------------------------------------------------------------------- """ #--------------- spécialisation EFICAS dans SALOME ------------------- self.parent = parent self.salome = True #active les parties de code spécifique dans Salome( pour le logiciel Eficas ) + self.module = module #indique sous quel module dans l'arbre d'étude ajouter le JDC. # donnée pour la création de groupe de maille @@ -152,15 +249,22 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): self.subShapes = {} #dictionnaire des sous-géométrie de la géométrie principale ( clé = entry, valeur = name ) #---------------------------------------------------------------------- + # visualisation groupes de mailles + self.workingMesh = {} #dictionnaire clé = identifiant JDC / valeur = entry Mesh + #---------------------------------------------------------------------- self.icolor = 0 # compteur pour mémoriser la couleur courante def quit(self): global appli + appli = None self.destroy() + + def destroy(self): + global appli appli = None - + Tkinter.Toplevel.destroy(self) def __studySync( self ): """ @@ -171,10 +275,6 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): gros plantage sinon ) """ activeStudyId = salome.sg.getActiveStudyId() - #print 50*'=' - #print 'activeStudyId->',activeStudyId - #print 'salome.myStudyId->',salome.myStudyId - #print 50*'=' if activeStudyId == 0: # pas d'étude active return False @@ -183,67 +283,191 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): studyManager.palStudy.setCurrentStudyID( activeStudyId ) return True - - + + + def __createOCCView( self ): + """ + Création vue Occ + """ + #salome.salome_init() + import iparameters + + # On détermine le nombre de GUI states déjà présents dans l'arbre d'étude + GUIStateID = 1 + + ipar = iparameters.IParameters(salome.myStudy.GetCommonParameters("Interface Applicative", GUIStateID)) + properties = ipar.getProperties() + + while properties != []: + GUIStateID += 1 + ipar = iparameters.IParameters(salome.myStudy.GetCommonParameters("Interface Applicative", GUIStateID)) + properties = ipar.getProperties() + + print "GUIStateID: ", GUIStateID + + #Set up visual properties: + ipar.setProperty("AP_ACTIVE_VIEW", "OCCViewer_0_0") + ipar.setProperty("AP_WORKSTACK_INFO", "(splitter orientation=0 sizes=1045 (views active='OCCViewer_0_0' 'OCCViewer_0_0'))") + ipar.setProperty("AP_SAVEPOINT_NAME", "GUI state: %i"%(GUIStateID)) + + #Set up lists: + # fill list AP_VIEWERS_LIST + ipar.append("AP_VIEWERS_LIST", "OCCViewer_1") + # fill list OCCViewer_1 + ipar.append("OCCViewer_1", "OCC scene:1 - viewer:1") + ipar.append("OCCViewer_1", "1.000000000000e+00*0.000000000000e+00*0.000000000000e+00*5.773502588272e-01*-5.773502588272e-01*5.773502588272e-01*0.000000000000e+00*0.000000000000e+00*0.000000000000e+00*0.000000000000e+00*2.886751294136e+02*-2.886751294136e+02*2.886751294136e+02") + + if salome.sg.hasDesktop(): + salome.sg.updateObjBrowser(1) + iparameters.getSession().restoreVisualState(GUIStateID) + + def __selectWorkingMesh( self, meshGroupEntries ): + """ + Sélection intéractive du maillage sur lequel on travail + """ + selMeshEntry, keep = None, False + diag = SelectMeshDiagImpl( meshGroupEntries, self.parent ) + + if diag.exec_loop() == qt.QDialog.Accepted: + selMeshEntry, keep = diag.getUserSelection() + return selMeshEntry, keep + - def __selectShape( self, jdcID, selectedEntry ): + + def __selectMainShape( self, groupeMaNamesIn, groupeNoNamesIn, jdcID ): + """ + Sélection intéractive de la main shape + """ + groupeMaNamesOut, groupeNoNamesOut = [], [] + selectedMainShape = None + mainShapes = {} + mainShapeEntries = [] + + # liste des main shape possibles + for groups in ( groupeMaNamesIn, groupeNoNamesIn ): + for subShapeName in groups: + entries = studyManager.palStudy.getEntriesFromName( studyManager.SGeom, subShapeName ) + for entry in entries: + mainShapeEntry = studyManager.palStudy.getMainShapeEntry( entry ) + if mainShapeEntry != entry: + if mainShapes.has_key(subShapeName): + mainShapes[ subShapeName ].append( mainShapeEntry ) + else: + mainShapes[ subShapeName ] = [ mainShapeEntry ] + if not mainShapeEntry in mainShapeEntries: + mainShapeEntries += [ mainShapeEntry ] + + if mainShapes: + if len(mainShapeEntries)>1: + diag = SelectMainShapeDiagImpl( mainShapeEntries, self.parent ) + + if diag.exec_loop() == qt.QDialog.Accepted: + selectedMainShape = diag.getUserSelection() + print 'main shape user selection ->',selectedMainShape + + else: + selectedMainShape = mainShapeEntries[0] + + self.mainShapeEntries[ jdcID ] = selectedMainShape + + # filtre sur la main shape sélectionnée + for name in groupeMaNamesIn: + try: + if selectedMainShape in mainShapes[ name ] : + groupeMaNamesOut += [ name ] + except: + pass + + for name in groupeNoNamesIn: + try: + if selectedMainShape in mainShapes[ name ] : + groupeNoNamesOut += [ name ] + except: + pass + + return groupeMaNamesOut, groupeNoNamesOut + + + + + def __selectShape( self, jdcID, selectedEntry, kwType = None ): """ sélection sous-géométrie dans Salome: - -test1) si c'est un élément géométrique. + -test1) si c'est un élément sous-géométrique . -test2) si appartient à la géométrie principale. met à jours la liste self.subShapes si test ok - """ - print 'CS_pbruno __selectShape' - name, msgError = '','' - + """ + name, msgError = '','' + selectedMainShapeEntry = studyManager.palStudy.getMainShapeEntry( selectedEntry ) - if selectedMainShapeEntry: #ok test1) + if selectedMainShapeEntry and selectedMainShapeEntry != selectedEntry: #ok test1) + + tGeo = studyManager.palStudy.getRealShapeType( selectedEntry ) + if kwType == "GROUP_NO" and tGeo != studyManager.VERTEX: + msgError = msgWarningGroupNoSelection + elif kwType == "GROUP_MA" and tGeo == studyManager.VERTEX: + name, msgError = '', msgErrorGroupMaSelection + return name, msgError + if not self.mainShapeEntries.has_key( jdcID ): self.mainShapeEntries[ jdcID ] = selectedMainShapeEntry + name = studyManager.palStudy.getName( selectedMainShapeEntry ) + msgError = msgMainShapeSelection + name if selectedMainShapeEntry == self.mainShapeEntries[ jdcID ]: name = studyManager.palStudy.getName( selectedEntry ) - self.subShapes[ selectedEntry ] = name - else: - print 'CS_pbruno pas la même mainshape selectedEntry->',selectedEntry + self.subShapes[ selectedEntry ] = name + else: if not self.mainShapeNames.has_key( jdcID ): self.mainShapeNames[ jdcID ] = studyManager.palStudy.getName( self.mainShapeEntries[ jdcID ] ) - msgError = msgSubShapeBadMainShape + self.mainShapeNames[ jdcID ] + msgError = msgSubShapeBadMainShape + self.mainShapeNames[ jdcID ] + else: + name, msgError = '', msgErrorNeedSubShape return name, msgError - def __selectMeshGroup( self, jdcID, selectedEntry ): + def __selectMeshGroup( self, jdcID, selectedEntry, kwType = None ): """ sélection groupe de maille dans Salome: -test 1) si c'est un groupe de maille -test 2) si le maillage fait référence à la géométrie principale - """ - print 'CS_pbruno __selectMeshGroup' - name, msgError = '','' + """ + name, msgError = '','' selectedMeshEntry = studyManager.palStudy.getMesh( selectedEntry ) - if selectedMeshEntry: # ok test 1) - print 'CS_pbruno __selectMeshGroup selectedMeshEntry',selectedMeshEntry + if selectedMeshEntry: # ok test 1) + tGroup = studyManager.palStudy.getGroupType( selectedEntry ) + if kwType == "GROUP_NO" and tGroup != studyManager.NodeGroups: + msgError = msgWarningGroupNoSelection + elif kwType == "GROUP_MA" and tGroup == studyManager.NodeGroups: + name, msgError = '', msgErrorGroupMaSelection + return name, msgError + selectedMainShapeEntry = studyManager.palStudy.getShapeFromMesh( selectedMeshEntry ) - if selectedMainShapeEntry: #test 2) - print 'CS_pbruno __selectMeshGroup selectedMainShapeEntry',selectedMainShapeEntry + if selectedMainShapeEntry: #test 2) if not self.mainShapeEntries.has_key( jdcID ): self.mainShapeEntries[ jdcID ] = selectedMainShapeEntry + name = studyManager.palStudy.getName( selectedMainShapeEntry ) + msgError = msgMainShapeSelection + name if selectedMainShapeEntry == self.mainShapeEntries[ jdcID ]: name = studyManager.palStudy.getName( selectedEntry ) #ok test 2) - else: - print 'CS_pbruno pas la même mainshape selectedEntry ->',selectedEntry + else: if not self.mainShapeNames.has_key( jdcID ): - self.mainShapeNames[ jdcID ] = studyManager.palStudy.getName( self.mainShapeEntries[ jdcID ] ) - msgError = msgMeshGroupBadMainShape + self.mainShapeNames[ jdcID ] - - return name, msgError + self.mainShapeNames[ jdcID ] = studyManager.palStudy.getName( + self.mainShapeEntries[ jdcID ] ) + msgError = msgMeshGroupBadMainShape + self.mainShapeNames[ jdcID ] + else: + # on authorise quand même les groupes de maillage ne faisant + # pas référence à une géométrie principale (dixit CS_CBO ) + name = studyManager.palStudy.getName( selectedEntry ) + + return name, msgError @@ -253,12 +477,12 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): mise à jours de la liste self.subShapes à partir de la liste des noms de groupe fourni en entré """ for name in groupeNames: - entries = studyManager.palStudy.getEntriesFromName( studyManager.SGeom, name ) + entries = studyManager.palStudy.getEntriesFromName( studyManager.SGeom, name ) for entry in entries: - ok, msgError = self.__selectShape( jdcID, entry ) # filtre - if ok: - self.subShapes[ entry ] = name - + if not self.subShapes.has_key( entry ): + ok, msgError = self.__selectShape( jdcID, entry ) # filtre + if ok: + self.subShapes[ entry ] = name def __getAllGroupeMa(self, item ): """ @@ -267,21 +491,32 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): groupMa = () try: itemName = item.get_nom() - #print 'CS_pbruno itemName',itemName - if itemName == 'GROUP_MA': + if 'GROUP_MA' in itemName: + #print 'CS_pbruno itemName',itemName itemValue = item.get_valeur() - print 'CS_pbruno trouvé! GROUP_MA->', itemValue if type( itemValue ) == str: groupMa += ( itemValue , ) elif type( itemValue ) == tuple: groupMa += itemValue + elif type( itemValue ) == list: + groupMa += tuple(itemValue) + elif type( itemValue ) == types.InstanceType and itemValue.has_key('GROUP_MA'): + # pour créer le groupe de mailles dans DEFI_GROUP> CREA_GROUP_MA> GROUP_MA + groupMa += ( itemValue['GROUP_MA'], ) else: - children = item.GetSubList() + children = item._GetSubList() for child in children: groupMa += self.__getAllGroupeMa( child ) - except: # à cause de GetSubList()... - pass - print 'CS_pbruno groupMa',groupMa + except: + # traitement des MCLIST Pour CREA_GROUP_MA + try: + itemName = item.get_nom() + if 'GROUP_MA' in itemName: + children = item._GetSubList() + for child in children: + groupMa += self.__getAllGroupeMa( child ) + except: + pass return groupMa @@ -291,25 +526,37 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): """ groupNo = () try: - itemName = item.get_nom() - print 'CS_pbruno itemName',itemName - if itemName == 'GROUP_NO': - itemValue = item.get_valeur() - print 'CS_pbruno trouvé! GROUP_NO->', itemValue + itemName = item.get_nom() + if 'GROUP_NO' in itemName: + itemValue = item.get_valeur() if type( itemValue ) == str: groupNo += ( itemValue , ) elif type( itemValue ) == tuple: groupNo += itemValue + elif type( itemValue ) == list: + groupNo += tuple(itemValue) + elif type( itemValue ) == types.InstanceType and itemValue.has_key('GROUP_NO'): + # pour créer le groupe de Noeuds dans DEFI_GROUP> CREA_GROUP_NO> GROUP_NO + groupNo += ( itemValue['GROUP_NO'], ) else: - children = item.GetSubList() + children = item._GetSubList() for child in children: groupNo += self.__getAllGroupeNo( child ) - except: # à cause de GetSubList()... - pass + except: + # traitement des MCLIST Pour CREA_GROUP_NO dans DEFI_GROUP + try: + itemName = item.get_nom() + if 'GROUP_NO' in itemName: + children = item._GetSubList() + for child in children: + groupNo += self.__getAllGroupeNo( child ) + except: + pass return groupNo + - #----------------------- LISTE DES NOUVEAUX CAS D'UTILISATIONS ----------- - def selectGroupFromSalome( self ): + #----------------------- LISTE DES NOUVEAUX CAS D'UTILISATIONS ----------- + def selectGroupFromSalome( self, kwType = None): """ Sélection d'élément(s) d'une géométrie ( sub-shape ) ou d'élément(s) de maillage ( groupe de maille) à partir de l'arbre salome retourne ( la liste des noms des groupes, message d'erreur ) @@ -317,22 +564,21 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): Note: Appelé par EFICAS lorsqu'on clique sur le bouton ajouter à la liste du panel AFF_CHAR_MECA """ names, msg = [], '' - try: + try: atLeastOneStudy = self.__studySync() if not atLeastOneStudy: return names, msg # récupère toutes les sélections de l'utilsateur dans l'arbre Salome entries = salome.sg.getAllSelected() - print 'CS_pbruno entries->',entries nbEntries = len( entries ) if nbEntries >= 1: - print 'CS_pbruno len( entries ) >= 1:' - jdcID = self.bureau.nb.getcurselection() +# jdcID = self.bureau.nb.getcurselection() + jdcID = self.bureau.JDCDisplay_courant for entry in entries: if studyManager.palStudy.isMeshGroup( entry ): #sélection d'un groupe de maille - name, msg = self.__selectMeshGroup( jdcID, entry ) + name, msg = self.__selectMeshGroup( jdcID, entry, kwType ) elif studyManager.palStudy.isShape( entry ): #sélection d'une sous-géométrie - name, msg = self.__selectShape( jdcID, entry ) + name, msg = self.__selectShape( jdcID, entry, kwType ) else: name, msg = '', msgUnAuthorizedSelecion if name: @@ -343,7 +589,6 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): salome.sg.EraseAll() except: logger.debug(50*'=') - print 'CS_pbruno selectGroupFromSalome names = ',names return names, msg @@ -351,18 +596,39 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): """ Ajoute le Jeu De Commande ASTER ou HOMARD dans l'arbre d'étude Salome dans la rubrique EFICAS """ - ok, msgError = False, '' - try: + ok, msgError = False, msgErrorAddJdcInSalome + try: atLeastOneStudy = self.__studySync() if not atLeastOneStudy: return ok, msgError - if self.bureau.code == 'ASTER': - ok = studyManager.palStudy.addEficasItem( jdcPath, studyManager.FICHIER_EFICAS_ASTER ) - elif self.bureau.code == 'HOMARD': - ok = studyManager.palStudy.addEficasItem( jdcPath, studyManager.FICHIER_EFICAS_HOMARD ) - #ok = studyManager.palStudy.addEficasItem( jdcPath, studyManager.FICHIER_EFICAS_HOMARD_CONF ) CS_pbruno ????? - if not ok: - msgError = msgErrorAddJdcInSalome + + fileType = { 'ASTER': studyManager.FICHIER_EFICAS_ASTER, + 'HOMARD': studyManager.FICHIER_EFICAS_HOMARD } + + folderName = { 'ASTER': 'AsterFiles', + 'HOMARD': 'HomardFiles' } + + moduleEntry = studyManager.palStudy.addComponent(self.module) + itemName = re.split("/",jdcPath)[-1] + + fatherEntry = studyManager.palStudy.addItem( + moduleEntry, + itemName = folderName[self.bureau.code], + itemIcon = "ICON_COMM_FOLDER", + itemType = studyManager.ASTER_FILE_FOLDER, + bDoublonCheck = True ) + + commEntry = studyManager.palStudy.addItem( fatherEntry , + itemName = itemName, + itemType = fileType[ self.bureau.code ], + itemValue = jdcPath, + itemComment = str( jdcPath ), + itemIcon = "ICON_COMM_FILE", + bDoublonCheck = True ) + studyManager.palStudy.refresh() + print 'addJdcInSalome commEntry->', commEntry + if commEntry: + ok, msgError = True, '' except: logger.debug(50*'=') return ok, msgError @@ -378,61 +644,148 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): if not atLeastOneStudy: return - jdcID = self.bureau.nb.getcurselection() +# jdcID = self.bureau.nb.getcurselection() + jdcID = self.bureau.JDCDisplay_courant groupeMaNames = self.__getAllGroupeMa( self.bureau.JDCDisplay_courant.tree.item ) - groupeNoNames = self.__getAllGroupeNo( self.bureau.JDCDisplay_courant.tree.item ) + groupeNoNames = self.__getAllGroupeNo( self.bureau.JDCDisplay_courant.tree.item ) + + # on elimine les doublons de la liste + groupeMaNames = dict.fromkeys(groupeMaNames).keys() + groupeNoNames = dict.fromkeys(groupeNoNames).keys() print 'CS_pbruno createOrUpdateMesh groupeMaNames', groupeMaNames print 'CS_pbruno createOrUpdateMesh groupeNoNames', groupeNoNames # mise à jours de la liste des sous-géométrie ( self.subShapes ) - self.__updateSubShapes( jdcID, groupeMaNames ) - self.__updateSubShapes( jdcID, groupeNoNames ) - - - # recupération des identifiants( entries ) associés aux noms des groupes - groupeMaEntries = [] - groupeNoEntries = [] - - for entry, name in self.subShapes.items(): - if name in groupeMaNames: - groupeMaEntries.append( entry ) - if name in groupeNoNames: - groupeNoEntries.append( entry ) - - print 'CS_pbruno groupeMaEntries ->',groupeMaEntries - print 'CS_pbruno groupeNoEntries ->',groupeNoEntries - if groupeMaEntries or groupeNoEntries: - print 'if groupeMaEntries or groupeNoEntries:' - diag = meshGui.MeshUpdateDialogImpl( self.mainShapeEntries[jdcID], groupeMaEntries, groupeNoEntries, studyManager.palStudy, - self.parent ) - diag.show() + if not self.mainShapeEntries.has_key( jdcID ): + # l'utilisateur n'a sélectionné aucune sous-géométrie et donc pas de géométrie principale + groupeMaNames, groupeNoNames = self.__selectMainShape( groupeMaNames, groupeNoNames, jdcID ) + + if groupeMaNames or groupeNoNames: + print 'CS_pbruno createOrUpdateMesh groupeMaNames', groupeMaNames + print 'CS_pbruno createOrUpdateMesh groupeNoNames', groupeNoNames + self.__updateSubShapes( jdcID, groupeMaNames + groupeNoNames ) + + # recupération des identifiants( entries ) associés aux noms des groupes + groupeMaEntries = [] + groupeNoEntries = [] + + for entry, name in self.subShapes.items(): + if name in groupeMaNames: + groupeMaEntries.append( entry ) + if name in groupeNoNames: + groupeNoEntries.append( entry ) + + if groupeMaEntries or groupeNoEntries: + diag = meshGui.MeshUpdateDialogImpl( + self.mainShapeEntries[jdcID], + groupeMaEntries, + groupeNoEntries, + studyManager.palStudy, + self.parent ) + diag.show() + + self.subShapes.clear() + self.mainShapeNames.clear() + self.mainShapeEntries.clear() except: logger.debug(50*'=') + def displayMeshGroups(self, meshGroupName): + """ + visualisation group de maille de nom meshGroupName dans salome + """ + ok, msgError = False, '' + try: + sg = salome.ImportComponentGUI('SMESH') + currentjdcID = self.bureau.nb.getcurselection() + meshGroupEntries = [] + selMeshEntry = None + selMeshGroupEntry = None + + # liste des groupes de maille de nom meshGroupName + listSO = studyManager.palStudy._myStudy.FindObjectByName(meshGroupName, "SMESH") + print "liste des groupes de maille de nom %s: "%(meshGroupName), listSO + + if len(listSO)>0: + for SObjet in listSO: + groupEntry = SObjet.GetID() + meshGroupEntries += [groupEntry] + + if len(meshGroupEntries)>1: + + # choix d'un maillage + if not self.workingMesh.has_key(currentjdcID): # aucun maillage de défini par défaut encore + #selMeshEntry = "0:1:3:5" #CS_pbruno todo : choix maillage + test si c un maillage + selMeshEntry, keep = self.__selectWorkingMesh(meshGroupEntries) + if keep: + self.workingMesh[currentjdcID] = selMeshEntry + else: # déja un de défini par défaut + selMeshEntry = self.workingMesh[currentjdcID] + + # le groupe de maille est il ds ce maillage? + lselMeshEntry = len(selMeshEntry) + for groupEntry in meshGroupEntries: + if selMeshEntry == groupEntry[0:lselMeshEntry]: + selMeshGroupEntry = groupEntry + break + + else: + selMeshGroupEntry = meshGroupEntries[0] + + # on affiche le groupe ds la vue VTK + if selMeshGroupEntry: + #CS_pbruno: marche QUE si le module SMESH est activé + myComponent = salome.lcc.FindOrLoadComponent("FactoryServer", "SMESH") + SCom = studyManager.palStudy._myStudy.FindComponent("SMESH") + studyManager.palStudy._myBuilder.LoadWith( SCom , myComponent ) + sg.CreateAndDisplayActor(selMeshGroupEntry) + salome.sg.Display(selMeshGroupEntry) + salome.sg.FitAll() + ok = True + except: + msgError = msgErrorDisplayMeshGroup + logger.debug(50*'=') + return ok, msgError + + def displayShape( self, shapeName ): """ visualisation géométrie de nom shapeName dans salome """ ok, msgError = False, '' try: + import VISU + import visu_gui + currentViewType = None + m = visu_gui.myVisu.GetViewManager() + v = m.GetCurrentView() + if v: + currentViewType = v.GetType() + atLeastOneStudy = self.__studySync() if not atLeastOneStudy: - return ok, msgError - + return ok, msgError #salome.sg.EraseAll() - print 'displayShapestrGeomShape shapeName -> ', shapeName - current_color = COLORS[ self.icolor % LEN_COLORS ] - ok = studyManager.palStudy.displayShapeByName( shapeName, current_color ) - self.icolor = self.icolor + 1 + print 'displayShapestrGeomShape shapeName -> ', shapeName - if not ok: - msgError = msgErrorDisplayShape - except: - logger.debug(50*'=') + if currentViewType == VISU.TVIEW3D: # maillage + print 'Vue courante = VTK : affichage groupe de maille' + ok, msgError = self.displayMeshGroups(shapeName) + else: #geometrie + print 'Vue courante = OCC : affichage element geometrique' + #self.__createOCCView() + current_color = COLORS[ self.icolor % LEN_COLORS ] + ok = studyManager.palStudy.displayShapeByName( shapeName, current_color ) + salome.sg.FitAll() + self.icolor = self.icolor + 1 + if not ok: + msgError = msgErrorDisplayShape + except: + logger.debug(50*'=') return ok, msgError @@ -454,23 +807,50 @@ class MyEficas( Tkinter.Toplevel, eficas.EFICAS ): print "fin crreConfigTxt" """ pass #CS_pbruno à implémenter + + + def buildCabriGeom( self, name, **param ): + """ + visualisation dans GEOM d'une géométrie CABRI + """ + import cabri + qt.QApplication.setOverrideCursor( qt.QCursor.waitCursor ) + cabri.tetra( name, **param ) + qt.QApplication.restoreOverrideCursor() - - - + +#------------------------------------------------------------------------------------------------------- +# Pilotage de la Visu des elements de structures +# + + def envoievisu(self,liste_commandes): + #try: + if ( 1 == 1 ): + atLeastOneStudy = self.__studySync() + if not atLeastOneStudy: + return + monDriver=visuDriver.visuDriver(studyManager.palStudy,liste_commandes) + monId = monDriver.analyse() + PALGUI_API.displaySE(monId) + + else: + #except: + print "boum dans envoievisu" + + #------------------------------------------------------------------------------------------------------- -# Point d'entré lancement EFICAS +# Point d'entree lancement EFICAS # -def runEficas( code="ASTER", fichier=None ): +def runEficas( code="ASTER", fichier=None, module = studyManager.SEficas, version=None ): global appli - if not appli: #une seul instance possible! - appli = MyEficas( SalomePyQt.SalomePyQt().getDesktop(), code = code, fichier = fichier ) + if not appli: #une seul instance possible! + appli = MyEficas( SalomePyQt.SalomePyQt().getDesktop(), code = code, fichier = fichier, module = module, version=version ) -# pour compatibilité +# pour compatibilitee def runHomard( code="HOMARD", fichier=None ): global appli if not appli: #une seul instance possible! @@ -502,38 +882,3 @@ logger=ExtLogger( "eficasSalome.py" ) -""" - #embedded.showMaximized() - #embedded.embed( appli.winfo_id() ) - - embedded.setWFlags( qt.Qt.WStyle_Customize | qt.Qt.WStyle_StaysOnTop ) - embedded.setFocus() - - if embedded.hasFocus () : - print 'hasfocus' - else: - print 'pas focus' - - - if embedded.isFocusEnabled(): - print 'isFocusEnabled()' - else: - print 'not isFocusEnabled()' - - focusP = embedded.focusPolicy() - - if focusP == qt.QWidget.TabFocus: - print 'qt.QWidgetTabFocus' - elif focusP == qt.QWidget.ClickFocus: - print 'qt.ClickFocus' - elif focusP == qt.QWidget.StrongFocus: - print 'qt.StrongFocus' - elif focusP == qt.QWidget.WheelFocus: - print 'qt.WheelFocus' - elif focusP == qt.QWidget.NoFocus: - print 'qt.NoFocus' - else: - print 'bizarre' - - embedded.grabKeyboard() - """ \ No newline at end of file diff --git a/src/EFICASGUI/eficas_etude.py b/src/EFICASGUI/eficas_etude.py index 7698e40d..dc7834b2 100644 --- a/src/EFICASGUI/eficas_etude.py +++ b/src/EFICASGUI/eficas_etude.py @@ -1,3 +1,5 @@ +# -*- coding: utf-8 -*- + # !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! # CE FICHIER EST CREE UNIQUEMENT POUR ASSURER LA COMPATIBILITE # ASCENDANTE DES VERSIONS DE EFICAS. NE PAS EDITER, MODIFIER eficasEtude. diff --git a/src/STUDY/EficasStudy.py b/src/STUDY/EficasStudy.py index 4c94c26b..24615463 100644 --- a/src/STUDY/EficasStudy.py +++ b/src/STUDY/EficasStudy.py @@ -3,8 +3,14 @@ import salomedsgui import salome import SALOMEDS -import GEOM -import SMESH +try : + import SMESH +except : + pass +try : + import SMESH +except : + pass from Logger import Logger logger=Logger( "EficasStudy" ) @@ -258,8 +264,8 @@ class SalomeStudy( salomedsgui.guiDS ): import sys type = sys.exc_info()[0] value = sys.exc_info()[1] - print '>>>>CS_Pbruno StudyTree.getMainShapeEntry( entry = %s ) ' %entry - print 'type = %s , value = %s '%( type, value ) + #print '>>>>CS_Pbruno StudyTree.getMainShapeEntry( entry = %s ) ' %entry + #print 'type = %s , value = %s '%( type, value ) result = None return result @@ -289,8 +295,8 @@ class SalomeStudy( salomedsgui.guiDS ): import sys type = sys.exc_info()[0] value = sys.exc_info()[1] - print '>>>>CS_Pbruno StudyTree.sameMainShape( shapeEntry1 = %s , shapeEntry2 = %s )'%( shapeEntry1, shapeEntry2 ) - print 'type = %s , value = %s '%( type, value ) + #print '>>>>CS_Pbruno StudyTree.sameMainShape( shapeEntry1 = %s , shapeEntry2 = %s )'%( shapeEntry1, shapeEntry2 ) + #print 'type = %s , value = %s '%( type, value ) result = None return result diff --git a/src/TestsEltsVisu/Barres/barrecarrecreuse.comm b/src/TestsEltsVisu/Barres/barrecarrecreuse.comm new file mode 100644 index 00000000..787e7584 --- /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 index 00000000..2dfa08ca --- /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 index 00000000..37c0b1b1 --- /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 index 00000000..fa6d7aea --- /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 index 00000000..44f72bea --- /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 index 00000000..08fa627c --- /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 index 00000000..3dbf86e7 --- /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 index 00000000..c6701ad1 --- /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 index 00000000..d348adc4 --- /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 index 00000000..8e7f1dd7 --- /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 index 00000000..a2f3c44d --- /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 index 00000000..1cd48248 --- /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 index 00000000..0a8b294a --- /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 index 00000000..569c7dd0 --- /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 index 00000000..c5a0f5da --- /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 index 00000000..eb5e514f --- /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 index 00000000..acfd476b --- /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 index 00000000..0137cf37 --- /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 index 00000000..06464944 --- /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 index 00000000..1e4a8290 --- /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 index 00000000..0a2b5ac5 --- /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 index 00000000..59914670 --- /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 index 00000000..51a1a06c 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 index 00000000..b3577daf --- /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 index 00000000..e174a203 --- /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 index 00000000..b72f4bb3 --- /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 index 00000000..06a0c345 --- /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 index 00000000..60db9ef0 --- /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 index 00000000..c4fc8e58 --- /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 index 00000000..0e591478 --- /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 index 00000000..11582caa --- /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 index 00000000..3e2ccf13 --- /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 index 00000000..11582caa --- /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 index 00000000..3e2ccf13 --- /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 index 00000000..4bcde2f3 --- /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 index 00000000..211016c5 --- /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 index 00000000..27cebced 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 index 00000000..47cb5603 --- /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 index 00000000..ba49a513 --- /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 index 00000000..bfb9b84d --- /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 index 00000000..1abc770d --- /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 index 00000000..dbc9182b --- /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 index 00000000..0c7a3696 --- /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 index 00000000..0585231b --- /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 index 00000000..1452b8f2 --- /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 , 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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 , 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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 index 00000000..2027774f --- /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 index 00000000..7f66ef95 --- /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 index 00000000..1c3426a6 --- /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 index 00000000..dc0f2902 --- /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 , 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, -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 index 00000000..f96f20c7 --- /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 index 00000000..2e77606a --- /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 index 00000000..dd82b9fd --- /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 index 00000000..870a7c44 --- /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 index 00000000..e1dcd8f1 --- /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 index 00000000..5e346bb5 --- /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 index 00000000..7565c917 --- /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 index 00000000..7f791473 --- /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 index 00000000..26c3ddbc --- /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 index 00000000..942674f7 --- /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 index 00000000..fdb632b9 --- /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 index 00000000..97cb7d90 --- /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 index 00000000..3947f7e3 --- /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 index 00000000..010b4745 --- /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 index 00000000..3c231407 --- /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 index 00000000..b34ed2eb --- /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 index 00000000..16e39775 --- /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 index 00000000..1235e690 --- /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 index 00000000..5ea84cd3 --- /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 index 00000000..867ac0bc --- /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 index 00000000..08c9ced2 --- /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 index 00000000..f167599c --- /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 index 00000000..f157d315 --- /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 index 00000000..717c9ac3 --- /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 index 00000000..d26ce5bf --- /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 index 00000000..49b8e5fd --- /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 index 00000000..7a2f98f0 --- /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 index 00000000..44a5dd59 --- /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 index 00000000..541f8c26 --- /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 index 00000000..f3395cfd --- /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 index 00000000..20a1b555 --- /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 index 00000000..84ecd751 --- /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 index 00000000..7b01a3ab --- /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 index 00000000..72ad6889 --- /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 index 00000000..4cad67f4 --- /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 index 00000000..9f4b6610 --- /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 index 00000000..774af13b --- /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 index 00000000..1ece01cc --- /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 index 00000000..594f925e --- /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 index 00000000..62dab71d --- /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 index 00000000..7d7967f4 --- /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 index 00000000..be4ee9de --- /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 index 00000000..57a890e2 --- /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 index 00000000..b85c5ecb --- /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()