Dear Friends,

Consider a 3D plate with a crack modeled in ABAQUS. We put a strip of cohesive elements along the crack surface, to model the propagation of crack. At the first step, I put a big values for crack propagation criteria of the cohesive element, so there will be no propagation. Then, I obtained the displacement-time or stress-time curve for this model.

The problem is, when I compare displacement-time curve for model with and without the cohesive element, the model with cohesive element shows smaller values in terms of displacement/stress magnitude, even we done't have any crack propagation. Can anybody explain to me why?

Thanks,

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