Question #685523 on Yade changed: https://answers.launchpad.net/yade/+question/685523
Status: Open => Answered Jan Stránský proposed the following answer: Hi, > So to control the stress-strain behavior in compression after epsSoft is exceeded, I can use relKnSoft, right? yes > So is the CPM model in the Yade 2018.02b is the full model or the reduced version with no compression-plasticity? the version is reduced (by strain rate effects and plasticity in shear), but compression plasticity is present, see line 394 of pkg/dem/ConcretePM.cpp cheers Jan -- You received this question notification because your team yade-users is an answer contact for Yade. _______________________________________________ Mailing list: https://launchpad.net/~yade-users Post to : yade-users@lists.launchpad.net Unsubscribe : https://launchpad.net/~yade-users More help : https://help.launchpad.net/ListHelp