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Recent content by froxo
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ABAQUS Geostatic step vs static general for stress equilibrium
Hallo! I am simulating a pile stabilizing a landslide.I am using Mohr-Coulomb plasticity criterion.There is no water in my model. In some analyses the geostatic step convergenges but in others does not so the analyses end before the completion of the geostatic step. I run some of the aborded...- froxo
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- Forum: Finite Element Analysis (FEA) engineering
