table = POST_RUPTURE (
◇ reuse = <objet de TABLE >,
◆ 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