4 MAYA=DEFI_GROUP( reuse=MAYA, MAILLAGE=MAYA,
5 CREA_GROUP_MA=_F( NOM = 'TOUT', TOUT = 'OUI'))
7 BARRE1=AFFE_MODELE( MAILLAGE=MAYA,
8 AFFE=_F( GROUP_MA='SS1',
9 MODELISATION = 'POU_D_E',
10 PHENOMENE = 'MECANIQUE'))
12 MATERIO1=DEFI_MATERIAU( ELAS=_F( RHO = 1.E08, NU = 0.3, E = 1.E10))
14 MATERIO2=DEFI_MATERIAU( ELAS=_F( RHO = 0., NU = 0., E = 1.E15))
16 CHMAT=AFFE_MATERIAU( MAILLAGE=MAYA,AFFE=(
17 #_F( TOUT = 'OUI', MATER = MATERIO1),
18 _F( GROUP_MA = 'SS1', MATER = MATERIO1),
19 _F( GROUP_MA = 'SS2', MATER = MATERIO1),
20 _F( GROUP_MA = 'SS3', MATER = MATERIO1),
21 _F( GROUP_MA = 'RIGIDE', MATER = MATERIO2),
24 CARA1=AFFE_CARA_ELEM( MODELE=BARRE1,
31 GUIDAGE1=AFFE_CHAR_MECA( MODELE=BARRE1,DDL_IMPO=(
33 DX = 0., DZ = 0., DRX = 0., DRY = 0.),
34 _F( GROUP_NO = 'L1', DY = 0., DRZ = 0.),
37 K_ELEM1=CALC_MATR_ELEM( MODELE=BARRE1,
43 NUM1=NUME_DDL( MATR_RIGI=K_ELEM1)
46 K_ASSE1=ASSE_MATRICE( MATR_ELEM=K_ELEM1,
49 MODESTA1=MODE_STATIQUE( MATR_RIGI=K_ASSE1,
52 AVEC_CMP = ('DY','DRZ'),
67 # DS1[k] = CREA_CHAMP( OPERATION='EXTR', TYPE_CHAM='NOEU_DEPL_R',
68 # RESULTAT= MODESTA1, NUME_ORDRE=k, NOM_CHAM = 'DEPL');