boodoo.a.aa
Subscriber

Thank you for your reply peteroznewman. Please see attached the force vs time plot for displacement constraint. I was using transient structural to (hopefully) do a FSI coupling with Fluent later on. By chance, do you know of a way in which I can maybe stop the force after a certain allowable displacement ie at the moment right before the root gets pulled out of the soil? I really appreciate the advice!