LIAISON_SOLIDEによる節点の剛体結合†
DEBUT(LANG='EN')
mesh = LIRE_MAILLAGE(FORMAT='MED',
UNITE=2)
model = AFFE_MODELE(AFFE=(_F(MODELISATION=('3D', ),
PHENOMENE='MECANIQUE',
TOUT='OUI'),
_F(GROUP_MA=('ta4', 'ta5', 'ta6', 'ta1', 'ta2', 'ta3'),
MODELISATION=('POU_D_E', ),
PHENOMENE='MECANIQUE'),
_F(GROUP_MA=('sss', ),
MODELISATION=('DKT', ),
PHENOMENE='MECANIQUE')),
MAILLAGE=mesh)
elemprop = AFFE_CARA_ELEM(COQUE=_F(ANGL_REP=(0.0, 0.0),
COQUE_NCOU=1,
EPAIS=8.0,
GROUP_MA=('sss', ),
INER_ROTA='OUI'),
MODELE=model,
POUTRE=_F(CARA=('A', 'IY', 'IZ', 'JX'),
GROUP_MA=('ta4', 'ta5', 'ta6', 'ta1', 'ta2', 'ta3'),
SECTION='GENERALE',
VALE=(100.0, 833.0, 833.0, 1347.87),
VARI_SECT='CONSTANT'))
mater = DEFI_MATERIAU(ELAS=_F(E=7500.0,
NU=0.4,
RHO=0.0459))
fieldmat = AFFE_MATERIAU(AFFE=_F(MATER=(mater, ),
TOUT='OUI'),
MODELE=model)
load = AFFE_CHAR_MECA(DDL_IMPO=_F(DX=0.0,
DY=0.0,
DZ=0.0,
GROUP_MA=('kotei', )),
LIAISON_SOLIDE=(_F(GROUP_NO=('ke1', )),
_F(GROUP_NO=('ke2', )),
_F(GROUP_NO=('ke3', )),
_F(GROUP_NO=('ke4', )),
_F(GROUP_NO=('ke5', )),
_F(GROUP_NO=('ke6', )),
_F(GROUP_NO=('ke7', )),
_F(GROUP_NO=('ke8', ))),
MODELE=model)