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Recent content by Harrie7
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The model refuses to converge.
Greetings, I'm a newbie in this soil modelling business; have modelled a 'tank' full of soil. But once I input the *Mohr Coulomb model by inputting the friction angle and dilation, the model refuses to converge. the cohesion of the material is 4.4kPa. But I don't know the cohesion yield stress...- Harrie7
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- Forum: DASSAULT: ABAQUS FEA Solver
