Syntax ===== .. code-block:: text table = POST_RUPTURE ( ◇ reuse = , ◆ TABLE = table, ◆ OPERATION =/"ABSC_CURV_NORM ", /"ANGLE_BIFURCATION ", /"COMPTAGE_CYCLES ", /"CUMUL_CYCLES ", /"DELTA_K_EQ ", /"K1_ NEGATIF ", /"K_EQ", /"LOI_PROPA ", /"PILO_PROPA ", # If: equal_to (" OPERATION ", 'ABSC_CURV_NORM') ◇ NOM_PARA = text (default: "ABSC_CURV_NORM "), # If: equal_to (" OPERATION ", 'ANGLE_BIFURCATION') ◇ NOM_PARA = text (default: "BETA "), ◇ CRITERE =/"K1_ MAX ", /"K2_ NUL ", /"PLAN ", /"SITT_MAX" (by default), /"SITT_MAX_DEVER ", ◇ MATER = subdue, # If: equal_to (" OPERATION ", 'K_EQ') ◇ NOM_PARA = text (default: "K_EQ"), ◇ CUMUL =/"CUMUL_G" (by default), /"LINEAIRE ", /"MODE_I ", /"QUADRATIQUE ", # If: is_in (" CUMUL ", ('QUADRATIQUE', 'CUMUL_G')) ◆ MATER = subdue, # If: equal_to (" OPERATION ", 'DELTA_K_EQ') ◇ NOM_PARA = text (default: "DELTA_K_EQ "), ◇ CUMUL =/"CUMUL_G" (by default), /"MODE_I ", /"QUADRATIQUE ", # If: is_in (" CUMUL ", ('QUADRATIQUE', 'CUMUL_G')) ◆ MATER = subdue, # If: equal_to (" OPERATION ", 'COMPTAGE_CYCLES') ◆ NOM_PARA = text, ◆ COMPTAGE =/"NATUREL ", /"RAINFLOW ", /"RCCM ", /"UNITAIRE ", ◇ DELTA_OSCI = float (default: 0.0), # If: equal_to (" COMPTAGE ", 'UNITAIRE') ◆ COEF_MULT_MINI = float, ◆ COEF_MULT_MAXI = float, # If: equal_to (" OPERATION ", 'LOI_PROPA') ◇ NOM_PARA = text (default: "DELTA_A "), ◇ NOM_DELTA_K_EQ = text (default: "DELTA_K_EQ "), ◆ LOI = "PARIS" (or not specified), # If: equal_to (" LOI ", 'PARIS') ◆ C = float, ◆ M = float, ◇ DELTA_K_SEUIL = float (default: 0.0), # If: equal_to (" OPERATION ", 'CUMUL_CYCLES') ◇ NOM_PARA = text (default: "DELTA_A "), ◇ CUMUL = "LINEAIRE ", # If: equal_to (" OPERATION ", 'PILO_PROPA') ◆/DELTA_A_MAX = float, /DELTA_N = float, # If: equal_to (" OPERATION ", 'K1_ NEGATIF ', 'K1_') ◆ MODELISATION =/"3D", /"AXIS ", /"C_ PLAN ", /"D_ PLAN ", ◆ MATER = subdue, ) ◆: mandatory ◇: optional : present by default &: together /: only one among |: several possible choices