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Arbitrary bi-dimensional finite strain crack propagation

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Figure 2: Five node cohesive element for finite displace- displace-ments; h represents the thickness.
Figure 3: 2D crack advance with minimal remeshing
Figure 4: Relevant quantities involved in the ALE Go- Go-dunov scheme.
Figure 6: Pulling test: thickness contour plots for G F = 20 consistent units. The true deformed  geom-etry is shown
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