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Modelling of timber

- September 22, 2021 at 11:23 am
  
  MFN
  Subscriber
  
  Hi
  I'm trying to do an analysis of timber in workbench.
  I would like use a material model as shown below. However this is not possible to do in a Static Structural model as it does not account for the strain limits.
  When I try to run it in Explicit Dynamics instead I get a problem because Hill yield criterion is not supported.
  Do I have any other options?
- September 22, 2021 at 11:34 am
  
  ErKo
  Ansys Employee
  
  Hi - this post is better in the explicit dynamic forum where you will get more help (this forum is not for the Explicit solvers). (closing this discussion, and please open a new one in that forum instead)
  
  Just for your reference in ls dyna there is a wood materia model - called: *mat_143
  
  Thank you and all the best
  Erik

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