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  1. ric_cruise

    Soil Yield Criterion implementation in Abaqus

    I am trying to simulate the undrained strength of clays in Abaqus in 3-D space. I want to implement Tresca and von Mises yield criteria for comparison. Should I use Mohr-Coulomb Plasticity option in Abaqus when trying to simulate Tresca yield criterion, and set the friction and dilation angles...

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