Examples
========


Extraction of stresses on 1 sub-point for pipe elements
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U2 = POST_CHAMP (RESULTAT = U1,

TOUT_ORDRE = 'OUI',

TOUT = 'OUI',

EXTR_TUYAU =_F (NOM_CHAM = 'SIGM_ELGA',

             NUME_COUCHE = 3,

NIVE_COUCHE = 'SUP',

ANGLE = 90),);


Extracting maximum (and minimum) Von-Mises stress for pipe elements
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U2 = POST_CHAMP (RESULTAT = U1, TOUT_ORDRE = 'OUI', GROUP_MA = 'TUYAU',

MIN_MAX_SP =(

_F (NOM_CHAM = 'SIEQ_ELGA', NOM_CMP =' VMIS ',

             TYPE_MAXI = 'MAXI', NUME_CHAM_RESU =1),

_F (NOM_CHAM = 'SIEQ_ELGA', NOM_CMP =' VMIS ',

             TYPE_MAXI = 'MINI', NUME_CHAM_RESU =2),

));