Hi everyone:
I am trying to use SANISAND as the constitutive model of soil, and use ABAQUS software to simulate pile-soil interaction. Is it better to choose “Static, Genaral” analysis step is suitable for analysis, or “Soils” analysis step is more suitable?

  1. Arie Koot
    Arie Koot 1 year ago

    use static general for umat

  2. Arie Koot
    Arie Koot 1 year ago

    or use Dynamic implicit

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