DEBUT() YOUNG = DEFI_PARA_SENSI(VALE=1.) FORC = DEFI_PARA_SENSI(VALE=1.) MA=LIRE_MAILLAGE() MA=DEFI_GROUP( reuse=MA, MAILLAGE=MA, CREA_GROUP_NO=_F( GROUP_MA = ( 'LP9P10', 'LP9P10B', 'LP8P9', 'LP8P9B', )) ) MO=AFFE_MODELE( MAILLAGE=MA, AFFE=_F( TOUT = 'OUI', PHENOMENE = 'MECANIQUE', MODELISATION = 'C_PLAN') ) ZERO = DEFI_CONSTANTE(VALE=0.) NU = DEFI_CONSTANTE(VALE=0.3) ALPHA = DEFI_CONSTANTE(VALE=0.) MAT=DEFI_MATERIAU(ELAS_FO=_F( E = YOUNG, NU = NU, TEMP_DEF_ALPHA =20., ALPHA = ALPHA, RHO=7800.,)) CHMAT=AFFE_MATERIAU( MAILLAGE=MA, AFFE=_F( TOUT = 'OUI', MATER = MAT) ) CH=AFFE_CHAR_MECA_F( MODELE=MO, FORCE_INTERNE=_F(TOUT='OUI',FY=FORC,), DDL_IMPO=( _F( GROUP_NO = 'LP8P9', DX = ZERO), _F( GROUP_NO = 'LP8P9B', DX = ZERO), _F( GROUP_NO = 'P11', DY = ZERO)) ) DEP=MECA_STATIQUE( MODELE=MO, CHAM_MATER=CHMAT, SENSIBILITE = (FORC), EXCIT=_F( CHARGE = CH), ) DEP=CALC_ELEM(reuse=DEP,RESULTAT=DEP, SENSIBILITE = (FORC), OPTION=('EPSI_ELGA_DEPL','SIEF_ELGA_DEPL',),) FOND=DEFI_FOND_FISS( MAILLAGE=MA, FOND_FISS=_F( GROUP_NO = ('P0',)), NORMALE=(0., 1., 0.,) ) THETA0=CALC_THETA( MODELE=MO, THETA_2D=_F( GROUP_NO = ('P0',), MODULE = 1., R_INF = 3.75E-5, R_SUP = 7.50E-5), DIRECTION=(1., 0., 0.,) ) FIN() MA1=LIRE_MAILLAGE() MO1=AFFE_MODELE( MAILLAGE=MA1, AFFE=_F( TOUT = 'OUI', PHENOMENE = 'MECANIQUE', MODELISATION = 'C_PLAN')) FIN()