Difference between revisions of "Contrib:asamit"
From CAELinuxWiki
| Line 14: | Line 14: | ||
1.[[http://www.caelinux.org/wiki/images/2/26/Asamit-rota-mesh.tar.gz '''Download Mesh''']] | 1.[[http://www.caelinux.org/wiki/images/2/26/Asamit-rota-mesh.tar.gz '''Download Mesh''']] | ||
<code> | <code> | ||
| − | + | DEBUT(); | |
| − | + | ||
| + | MA1=LIRE_MAILLAGE(UNITE=20, | ||
FORMAT='MED',); | FORMAT='MED',); | ||
| − | + | ||
| − | + | MA2=CREA_MAILLAGE(MAILLAGE=MA1, | |
| − | + | ||
| − | + | ||
| − | + | ||
MODI_MAILLE=_F(TOUT='OUI', | MODI_MAILLE=_F(TOUT='OUI', | ||
OPTION='QUAD8_9',),); | OPTION='QUAD8_9',),); | ||
| − | + | ||
| − | AFFE=_F( | + | MA3=CREA_MAILLAGE(MAILLAGE=MA2, |
| − | + | CREA_POI1=_F(NOM_GROUP_MA='poi1', | |
| − | + | GROUP_NO='a_shaft',),); | |
| − | + | ||
| − | COQUE=_F(GROUP_MA=' | + | MO=AFFE_MODELE(MAILLAGE=MA3, |
| − | EPAIS=1.0,),); | + | AFFE=(_F(GROUP_MA='shaft', |
| − | + | PHENOMENE='MECANIQUE', | |
| + | MODELISATION='COQUE_3D',), | ||
| + | _F(GROUP_MA='poi1', | ||
| + | PHENOMENE='MECANIQUE', | ||
| + | MODELISATION='DIS_TR',),),); | ||
| + | |||
| + | CARA_ELE=AFFE_CARA_ELEM(MODELE=MO, | ||
| + | COQUE=_F(GROUP_MA='shaft', | ||
| + | EPAIS=1.0,), | ||
| + | DISCRET=_F(REPERE='GLOBAL', | ||
| + | CARA='K_TR_D_N', | ||
| + | GROUP_MA='poi1', | ||
| + | VALE=(1,1,1,1,1,1,),),); | ||
| + | |||
| + | STEEL=DEFI_MATERIAU(ELAS=_F(E=200000.0, | ||
NU=.3, | NU=.3, | ||
RHO=7.8e-9,),); | RHO=7.8e-9,),); | ||
| − | + | ||
| + | MAT1=AFFE_MATERIAU(MAILLAGE=MA3, | ||
AFFE=_F(TOUT='OUI', | AFFE=_F(TOUT='OUI', | ||
MATER=STEEL,),); | MATER=STEEL,),); | ||
| − | + | ||
| − | DDL_IMPO=_F(GROUP_MA=' | + | MECA=AFFE_CHAR_MECA(MODELE=MO, |
| + | DDL_IMPO=_F(GROUP_MA='poi1', | ||
DX=0.0, | DX=0.0, | ||
DY=0.0, | DY=0.0, | ||
| Line 44: | Line 58: | ||
DRX=6.28, | DRX=6.28, | ||
DRY=0.0, | DRY=0.0, | ||
| − | DRZ=0.0,),); | + | DRZ=0.0,), |
| − | + | LIAISON_SOLIDE=_F(GROUP_MA=('ax_shaft','poi1',),),); | |
| − | INTERVALLE=_F(JUSQU_A=1, | + | |
| + | L_INST=DEFI_LIST_REEL(DEBUT=0.0, | ||
| + | INTERVALLE=_F(JUSQU_A=1.0, | ||
NOMBRE=10,),); | NOMBRE=10,),); | ||
| − | + | ||
| + | inst=DEFI_LIST_INST(DEFI_LIST=_F(METHODE='AUTO', | ||
LIST_INST=L_INST, | LIST_INST=L_INST, | ||
PAS_MINI=1e-8,),); | PAS_MINI=1e-8,),); | ||
| − | + | ||
| + | RAMP=DEFI_FONCTION(NOM_PARA='INST',VALE=(0.0,0.0, | ||
1.0,1.0, | 1.0,1.0, | ||
),); | ),); | ||
| − | + | ||
| + | STA=STAT_NON_LINE(MODELE=MO, | ||
CHAM_MATER=MAT1, | CHAM_MATER=MAT1, | ||
CARA_ELEM=CARA_ELE, | CARA_ELEM=CARA_ELE, | ||
| Line 64: | Line 83: | ||
NEWTON=_F(PREDICTION='ELASTIQUE', | NEWTON=_F(PREDICTION='ELASTIQUE', | ||
MATRICE='TANGENTE', | MATRICE='TANGENTE', | ||
| − | REAC_ITER=1,),); | + | REAC_ITER=1,), |
| − | + | SOLVEUR=_F(METHODE='MULT_FRONT', | |
| + | STOP_SINGULIER='NON',),); | ||
| + | |||
| + | STA=CALC_ELEM(reuse =STA, | ||
MODELE=MO, | MODELE=MO, | ||
CHAM_MATER=MAT1, | CHAM_MATER=MAT1, | ||
RESULTAT=STA, | RESULTAT=STA, | ||
OPTION='EQUI_ELNO_SIGM',); | OPTION='EQUI_ELNO_SIGM',); | ||
| − | + | ||
| + | IMPR_RESU(FORMAT='MED', | ||
UNITE=70, | UNITE=70, | ||
| − | RESU=_F(MAILLAGE= | + | RESU=_F(MAILLAGE=MA3, |
RESULTAT=STA, | RESULTAT=STA, | ||
TOUT_CHAM='OUI',),); | TOUT_CHAM='OUI',),); | ||
| − | + | ||
| + | FIN(); | ||
</code> | </code> | ||
Revision as of 11:16, 10 April 2010
Problems
1. How to rotate the magenta object 360 degrees.
2. How to connect the magenta and the yellow.
3. How to add rigid bars(spokes) to the yellow.
1.[Download Mesh]
DEBUT();
MA1=LIRE_MAILLAGE(UNITE=20,
FORMAT='MED',);
MA2=CREA_MAILLAGE(MAILLAGE=MA1,
MODI_MAILLE=_F(TOUT='OUI',
OPTION='QUAD8_9',),);
MA3=CREA_MAILLAGE(MAILLAGE=MA2,
CREA_POI1=_F(NOM_GROUP_MA='poi1',
GROUP_NO='a_shaft',),);
MO=AFFE_MODELE(MAILLAGE=MA3,
AFFE=(_F(GROUP_MA='shaft',
PHENOMENE='MECANIQUE',
MODELISATION='COQUE_3D',),
_F(GROUP_MA='poi1',
PHENOMENE='MECANIQUE',
MODELISATION='DIS_TR',),),);
CARA_ELE=AFFE_CARA_ELEM(MODELE=MO,
COQUE=_F(GROUP_MA='shaft',
EPAIS=1.0,),
DISCRET=_F(REPERE='GLOBAL',
CARA='K_TR_D_N',
GROUP_MA='poi1',
VALE=(1,1,1,1,1,1,),),);
STEEL=DEFI_MATERIAU(ELAS=_F(E=200000.0,
NU=.3,
RHO=7.8e-9,),);
MAT1=AFFE_MATERIAU(MAILLAGE=MA3,
AFFE=_F(TOUT='OUI',
MATER=STEEL,),);
MECA=AFFE_CHAR_MECA(MODELE=MO,
DDL_IMPO=_F(GROUP_MA='poi1',
DX=0.0,
DY=0.0,
DZ=0.0,
DRX=6.28,
DRY=0.0,
DRZ=0.0,),
LIAISON_SOLIDE=_F(GROUP_MA=('ax_shaft','poi1',),),);
L_INST=DEFI_LIST_REEL(DEBUT=0.0,
INTERVALLE=_F(JUSQU_A=1.0,
NOMBRE=10,),);
inst=DEFI_LIST_INST(DEFI_LIST=_F(METHODE='AUTO',
LIST_INST=L_INST,
PAS_MINI=1e-8,),);
RAMP=DEFI_FONCTION(NOM_PARA='INST',VALE=(0.0,0.0,
1.0,1.0,
),);
STA=STAT_NON_LINE(MODELE=MO,
CHAM_MATER=MAT1,
CARA_ELEM=CARA_ELE,
EXCIT=_F(CHARGE=MECA,
FONC_MULT=RAMP,),
COMP_INCR=_F(RELATION='ELAS',
DEFORMATION='GROT_GDEP',),
INCREMENT=_F(LIST_INST=inst,),
NEWTON=_F(PREDICTION='ELASTIQUE',
MATRICE='TANGENTE',
REAC_ITER=1,),
SOLVEUR=_F(METHODE='MULT_FRONT',
STOP_SINGULIER='NON',),);
STA=CALC_ELEM(reuse =STA,
MODELE=MO,
CHAM_MATER=MAT1,
RESULTAT=STA,
OPTION='EQUI_ELNO_SIGM',);
IMPR_RESU(FORMAT='MED',
UNITE=70,
RESU=_F(MAILLAGE=MA3,
RESULTAT=STA,
TOUT_CHAM='OUI',),);
FIN();
