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Changes for support new version Code-Aster

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This commit is contained in:
Denis V. Dedkov
2014-06-07 19:48:44 +06:00
parent 8a75033fbf
commit 38cad95118
6 changed files with 54 additions and 24 deletions
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13
d1.comm
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@@ -69,16 +69,21 @@ RESU=MECA_STATIQUE(MODELE=MODE,
CHAM_MATER=MATE, CHAM_MATER=MATE,
EXCIT=_F(CHARGE=CHAR,),); EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_ELEM(reuse =RESU, RESU=CALC_CHAMP(reuse =RESU,
MODELE=MODE, MODELE=MODE,
CHAM_MATER=MATE, CHAM_MATER=MATE,
RESULTAT=RESU, RESULTAT=RESU,
OPTION=('SIGM_ELNO','EPSI_ELNO','SIEF_ELNO','SIEQ_ELNO',), CONTRAINTE=('SIGM_ELNO','SIEF_ELNO',),
DEFORMATION=('EPME_ELNO',),
CRITERES=('SIEQ_ELNO',),
EXCIT=_F(CHARGE=CHAR,),); EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_NO(reuse =RESU, RESU=CALC_CHAMP(reuse =RESU,
RESULTAT=RESU, RESULTAT=RESU,
OPTION=('EPSI_NOEU','SIEF_NOEU','SIGM_NOEU','SIEQ_NOEU',),); CONTRAINTE=('SIEF_NOEU','SIGM_NOEU',),
DEFORMATION=('EPME_NOEU',),
CRITERES=('SIEQ_NOEU',),
);
IMPR_RESU(FORMAT='MED', IMPR_RESU(FORMAT='MED',
UNITE=80, UNITE=80,

13
d3.comm
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@@ -69,16 +69,21 @@ RESU=MECA_STATIQUE(MODELE=MODE,
CHAM_MATER=MATE, CHAM_MATER=MATE,
EXCIT=_F(CHARGE=CHAR,),); EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_ELEM(reuse =RESU, RESU=CALC_CHAMP(reuse =RESU,
MODELE=MODE, MODELE=MODE,
CHAM_MATER=MATE, CHAM_MATER=MATE,
RESULTAT=RESU, RESULTAT=RESU,
OPTION=('SIGM_ELNO','EPSI_ELNO','SIEF_ELNO','SIEQ_ELNO',), CONTRAINTE=('SIGM_ELNO','SIEF_ELNO',),
DEFORMATION=('EPME_ELNO',),
CRITERES=('SIEQ_ELNO',),
EXCIT=_F(CHARGE=CHAR,),); EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_NO(reuse =RESU, RESU=CALC_CHAMP(reuse =RESU,
RESULTAT=RESU, RESULTAT=RESU,
OPTION=('EPSI_NOEU','SIEF_NOEU','SIGM_NOEU','SIEQ_NOEU',),); CONTRAINTE=('SIEF_NOEU','SIGM_NOEU',),
DEFORMATION=('EPME_NOEU',),
CRITERES=('SIEQ_NOEU',),
);
IMPR_RESU(FORMAT='MED', IMPR_RESU(FORMAT='MED',
UNITE=80, UNITE=80,

13
d4.comm
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@@ -69,16 +69,21 @@ RESU=MECA_STATIQUE(MODELE=MODE,
CHAM_MATER=MATE, CHAM_MATER=MATE,
EXCIT=_F(CHARGE=CHAR,),); EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_ELEM(reuse =RESU, RESU=CALC_CHAMP(reuse =RESU,
MODELE=MODE, MODELE=MODE,
CHAM_MATER=MATE, CHAM_MATER=MATE,
RESULTAT=RESU, RESULTAT=RESU,
OPTION=('SIGM_ELNO','EPSI_ELNO','SIEF_ELNO','SIEQ_ELNO',), CONTRAINTE=('SIGM_ELNO','SIEF_ELNO',),
DEFORMATION=('EPME_ELNO',),
CRITERES=('SIEQ_ELNO',),
EXCIT=_F(CHARGE=CHAR,),); EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_NO(reuse =RESU, RESU=CALC_CHAMP(reuse =RESU,
RESULTAT=RESU, RESULTAT=RESU,
OPTION=('EPSI_NOEU','SIEF_NOEU','SIGM_NOEU','SIEQ_NOEU',),); CONTRAINTE=('SIEF_NOEU','SIGM_NOEU',),
DEFORMATION=('EPME_NOEU',),
CRITERES=('SIEQ_NOEU',),
);
IMPR_RESU(FORMAT='MED', IMPR_RESU(FORMAT='MED',
UNITE=80, UNITE=80,

13
d5.comm
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@@ -69,16 +69,21 @@ RESU=MECA_STATIQUE(MODELE=MODE,
CHAM_MATER=MATE, CHAM_MATER=MATE,
EXCIT=_F(CHARGE=CHAR,),); EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_ELEM(reuse =RESU, RESU=CALC_CHAMP(reuse =RESU,
MODELE=MODE, MODELE=MODE,
CHAM_MATER=MATE, CHAM_MATER=MATE,
RESULTAT=RESU, RESULTAT=RESU,
OPTION=('SIGM_ELNO','EPSI_ELNO','SIEF_ELNO','SIEQ_ELNO',), CONTRAINTE=('SIGM_ELNO','SIEF_ELNO',),
DEFORMATION=('EPME_ELNO',),
CRITERES=('SIEQ_ELNO',),
EXCIT=_F(CHARGE=CHAR,),); EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_NO(reuse =RESU, RESU=CALC_CHAMP(reuse =RESU,
RESULTAT=RESU, RESULTAT=RESU,
OPTION=('EPSI_NOEU','SIEF_NOEU','SIGM_NOEU','SIEQ_NOEU',),); CONTRAINTE=('SIEF_NOEU','SIGM_NOEU',),
DEFORMATION=('EPME_NOEU',),
CRITERES=('SIEQ_NOEU',),
);
IMPR_RESU(FORMAT='MED', IMPR_RESU(FORMAT='MED',
UNITE=80, UNITE=80,

13
d6.comm
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@@ -68,16 +68,21 @@ RESU=MECA_STATIQUE(MODELE=MODE,
CHAM_MATER=MATE, CHAM_MATER=MATE,
EXCIT=_F(CHARGE=CHAR,),); EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_ELEM(reuse =RESU, RESU=CALC_CHAMP(reuse =RESU,
MODELE=MODE, MODELE=MODE,
CHAM_MATER=MATE, CHAM_MATER=MATE,
RESULTAT=RESU, RESULTAT=RESU,
OPTION=('SIGM_ELNO','EPSI_ELNO','SIEF_ELNO','SIEQ_ELNO',), CONTRAINTE=('SIGM_ELNO','SIEF_ELNO',),
DEFORMATION=('EPME_ELNO',),
CRITERES=('SIEQ_ELNO',),
EXCIT=_F(CHARGE=CHAR,),); EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_NO(reuse =RESU, RESU=CALC_CHAMP(reuse =RESU,
RESULTAT=RESU, RESULTAT=RESU,
OPTION=('EPSI_NOEU','SIEF_NOEU','SIGM_NOEU','SIEQ_NOEU',),); CONTRAINTE=('SIEF_NOEU','SIGM_NOEU',),
DEFORMATION=('EPME_NOEU',),
CRITERES=('SIEQ_NOEU',),
);
IMPR_RESU(FORMAT='MED', IMPR_RESU(FORMAT='MED',
UNITE=80, UNITE=80,

13
regular.comm
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@@ -67,16 +67,21 @@ RESU=MECA_STATIQUE(MODELE=MODE,
CHAM_MATER=MATE, CHAM_MATER=MATE,
EXCIT=_F(CHARGE=CHAR,),); EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_ELEM(reuse =RESU, RESU=CALC_CHAMP(reuse =RESU,
MODELE=MODE, MODELE=MODE,
CHAM_MATER=MATE, CHAM_MATER=MATE,
RESULTAT=RESU, RESULTAT=RESU,
OPTION=('SIGM_ELNO','EPSI_ELNO','SIEF_ELNO','SIEQ_ELNO',), CONTRAINTE=('SIGM_ELNO','SIEF_ELNO',),
DEFORMATION=('EPME_ELNO',),
CRITERES=('SIEQ_ELNO',),
EXCIT=_F(CHARGE=CHAR,),); EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_NO(reuse =RESU, RESU=CALC_CHAMP(reuse =RESU,
RESULTAT=RESU, RESULTAT=RESU,
OPTION=('EPSI_NOEU','SIEF_NOEU','SIGM_NOEU','SIEQ_NOEU',),); CONTRAINTE=('SIEF_NOEU','SIGM_NOEU',),
DEFORMATION=('EPME_NOEU',),
CRITERES=('SIEQ_NOEU',),
);
IMPR_RESU(FORMAT='MED', IMPR_RESU(FORMAT='MED',
UNITE=80, UNITE=80,