#@ MODIF endo_isot_beton Comportement  DATE 07/12/2010   AUTEUR GENIAUT S.GENIAUT 
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# RESPONSABLE MICHEL S.MICHEL

from cata_comportement import LoiComportement

loi = LoiComportement(
   nom            = 'ENDO_ISOT_BETON',
   doc = """Comportement élastique-fragile qui distingue traction et compression du bétonRelation de comportement élastique fragile.
   Il s'agit d'une modélisation locale à endommagement scalaire et à écrouissage isotrope linéaire négatif qui distingue le comportement
   en traction et en compression du béton (Cf. [R7.01.04] pour plus de détails).""",
   num_lc         = 6,
   nb_vari        = 2,
   nom_vari       = ('ENDO', 'INDICAT'),
   mc_mater       = ('ELAS', 'BETON_ECRO_LINE', 'NON_LOCAL'),
   modelisation   = ('3D', 'AXIS', 'D_PLAN','GRADVARI','GRADEPSI'),
   deformation    = ('PETIT', 'PETIT_REAC', 'GROT_GDEP'),
   nom_varc       = ('TEMP', 'SECH', 'HYDR'),
   algo_inte         = ('ANALYTIQUE',),
   type_matr_tang = ('PERTURBATION', 'VERIFICATION', 'TANGENTE_SECANTE'),
   proprietes     = None,
)

