5. Examples

5.1. Extraction of stresses on 1 sub-point for pipe elements

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),);

5.2. Extracting maximum (and minimum) Von-Mises stress for pipe elements

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),

));