yade-users team mailing list archive

Thread
Date

[Question #240167]: FuncG in ConcretePM.cpp

To: yade-users@xxxxxxxxxxxxxxxxxxx
From: Hicham BENNIOU <question240167@xxxxxxxxxxxxxxxxxxxxx>
Date: Mon, 02 Dec 2013 13:41:25 -0000
Reply-to: question240167@xxxxxxxxxxxxxxxxxxxxx
Sender: bounces@xxxxxxxxxxxxx

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.