New question #240167 on Yade: https://answers.launchpad.net/yade/+question/240167
Hi everyone, This question is a bit particular because only Vaclav Smilauer or a person familiar with the code can answer. I was comparing the model described in Smilauer's Thesis [1] to the code ConcretePM.cpp [2], in line 158 I read that funcG returns: 1.-(epsCrackOnset/kappaD)*exp(-(kappaD-epsCrackOnset)/epsFracture) Or, in the Thesis, page 38 I read that funcG is: 1.-(epsFracture/kappa)*exp(-(kappa-epsCrackOnset)/epsFracture) knowing that kappaD = max (epsilonN), I'm a bit confused here. Any explanation would be welcome Thanks ! -- You received this question notification because you are a member of yade-users, which is an answer contact for Yade. _______________________________________________ Mailing list: https://launchpad.net/~yade-users Post to : [email protected] Unsubscribe : https://launchpad.net/~yade-users More help : https://help.launchpad.net/ListHelp
