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Defining contact in Geostatic step in ABAQUS
Thu, 2014-12-04 23:22 - Cyrus
Hello,
I have modelled a geostatic step in an undrained clay in ABAQUS. This step finishes very quickly and correctly. But the geostatic step is not converging when I have a circular steel plate inside the soil mass (tangential behaviour is through coulomb friction and normal behaviour is hard). Does any body know the reason behind this divergence?
Regards,
Cyrus
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