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How to post processor can plot the displacement sum
- YSKIM
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14 years 2 months ago #5304
by YSKIM
How to post processor can plot the displacement sum was created by YSKIM
HI!
The below is my comm file for linear static problem,
It runs okay only has a problem that I can't plot displacement sum
at the post processing. It just show x, y, z displacements not their summation.
Can you teach how to correct the comm file?
thanks
..................................
DEBUT();
MA=DEFI_MATERIAU(ELAS=_F(E=189000000000.0,
NU=0.3,),);
MAIL=LIRE_MAILLAGE(FORMAT='MED',);
MAIL=MODI_MAILLAGE(reuse =MAIL,
MAILLAGE=MAIL,
ORIE_PEAU_3D=_F(GROUP_MA='Force_BC',),);
MODE=AFFE_MODELE(MAILLAGE=MAIL,
AFFE=_F(TOUT='OUI',
PHENOMENE='MECANIQUE',
MODELISATION='3D',),);
MATE=AFFE_MATERIAU(MAILLAGE=MAIL,
AFFE=_F(TOUT='OUI',
MATER=MA,),);
CHAR=AFFE_CHAR_MECA(MODELE=MODE,
DDL_IMPO=_F(GROUP_MA='Fix_BC',
DX=0.0,
DY=0.0,
DZ=0.0,),
FORCE_FACE=_F(GROUP_MA='Force_BC',
FX=3.9723e6,),);
RESU=MECA_STATIQUE(MODELE=MODE,
CHAM_MATER=MATE,
EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_ELEM(reuse =RESU,
MODELE=MODE,
CHAM_MATER=MATE,
RESULTAT=RESU,
OPTION=('SIGM_ELNO_DEPL','EQUI_ELNO_SIGM',),
EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_NO(reuse =RESU,
RESULTAT=RESU,
OPTION=('SIGM_NOEU_DEPL','EQUI_NOEU_SIGM',),);
IMPR_RESU(FORMAT='MED',
UNITE=80,
RESU=_F(MAILLAGE=MAIL,
RESULTAT=RESU,
NOM_CHAM=('SIGM_NOEU_DEPL','EQUI_NOEU_SIGM','DEPL',),),);
FIN();
The below is my comm file for linear static problem,
It runs okay only has a problem that I can't plot displacement sum
at the post processing. It just show x, y, z displacements not their summation.
Can you teach how to correct the comm file?
thanks
..................................
DEBUT();
MA=DEFI_MATERIAU(ELAS=_F(E=189000000000.0,
NU=0.3,),);
MAIL=LIRE_MAILLAGE(FORMAT='MED',);
MAIL=MODI_MAILLAGE(reuse =MAIL,
MAILLAGE=MAIL,
ORIE_PEAU_3D=_F(GROUP_MA='Force_BC',),);
MODE=AFFE_MODELE(MAILLAGE=MAIL,
AFFE=_F(TOUT='OUI',
PHENOMENE='MECANIQUE',
MODELISATION='3D',),);
MATE=AFFE_MATERIAU(MAILLAGE=MAIL,
AFFE=_F(TOUT='OUI',
MATER=MA,),);
CHAR=AFFE_CHAR_MECA(MODELE=MODE,
DDL_IMPO=_F(GROUP_MA='Fix_BC',
DX=0.0,
DY=0.0,
DZ=0.0,),
FORCE_FACE=_F(GROUP_MA='Force_BC',
FX=3.9723e6,),);
RESU=MECA_STATIQUE(MODELE=MODE,
CHAM_MATER=MATE,
EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_ELEM(reuse =RESU,
MODELE=MODE,
CHAM_MATER=MATE,
RESULTAT=RESU,
OPTION=('SIGM_ELNO_DEPL','EQUI_ELNO_SIGM',),
EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_NO(reuse =RESU,
RESULTAT=RESU,
OPTION=('SIGM_NOEU_DEPL','EQUI_NOEU_SIGM',),);
IMPR_RESU(FORMAT='MED',
UNITE=80,
RESU=_F(MAILLAGE=MAIL,
RESULTAT=RESU,
NOM_CHAM=('SIGM_NOEU_DEPL','EQUI_NOEU_SIGM','DEPL',),),);
FIN();
- Marty
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14 years 2 months ago #5321
by Marty
Replied by Marty on topic Re:How to post processor can plot the displacement sum
if post processing in Salome you simply choose 'modulus' for your deformed shape and scalar plot
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