Further details on the influences of meshing and element formulations on the localization behavior of the Gurson [7] and the Rousselier [2] models in the context of modeling slant fracture in flat specimens and cupcone fracture in round bars are discussed in [4, 13], and an example for modeling slant fracture in a M(T) specimen using cohesive elements is given in [14]. Figure 5 just shows an example of the numerical simulation of slant fracture in a Hill speciman [4] applying the Rousselier model.
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