2010/4/30 Václav Šmilauer <[email protected]>
> > > 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!
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