yade-users team mailing list archive

[Nasibeh Moradi <nasibeh.moradi@xxxxxxxxx>]

2010/4/30 Václav Šmilauer <eudoxos@xxxxxxxx>

>
> > If your law is symmetrical, what is the point to check it both in
> > compression and tension?
>
> To check whether it is really symmetrical? ;-) (I gathered the law had
> some damage etc, so it will be only symmetrical around zero, in the
> elastic or elasto-plastic domain)
>
> You are right.
I commented out all non-elastic things, it worked well for uniaxial tension
test (also with decreasing strain rate),
then I corrected my file same first,
now when I run the test , it dosn't work well again!