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  • Users: rubadee
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  1. rubadee

    Accounting for shell thickness in WB

    Hi I have a problem using shell elements with ansys work bench. I am running a 3D contact analysis using a solid model of bone and shell elements to represent a cortex (sandwich construction). As the problem involves contact (shells-solid) the contact regions must incorporate shell thickness...
  2. rubadee

    material models and failure

    Hi, I am confused by the material models given in Ansys wb. Why do structural steel and titanium both have 0MPa compressive ultimate strength? I have been trying to get my model (with yield, then ultimate failure strengths in the material model) to yield and then fail the way that it does when...

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