Learning Forum

[MFN]

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?

[Erik Kostson]

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