Learning Forum

[Erik Kostson]

 

Hi

Instead of beam Model Type use reinforcement type for the rebar. See here for more info and images showing this:

 

/forum/forums/topic/contact-modeling-for-steel-rebars-in-concrete-using-ansys-workbench/

 

As for the fatigue analysis it is most likely not very suitable for concrete.

 

All the best

Erik