Hello everyone,
In mixed-mode CZM in Abaqus, it seems that the fracture load in not sensitive to mode II fracture energy as the cohesive elements undergo mostly opening deformation. However, when I model elastic properties for the material, it undergoes both opening and shear displacements. It means CZM elments don't model the deformation properly. Even change in relative stiffness couldn't solve the issue. Has anybody faced this problem? If CZM elements cannot represent the deformation well, what have people done in the literature to find the failure load for mixed-mode loading?
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