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Questions related from Tudor-Cristian Stan
Dear all, Is there any way to automatically stop a (Riks) analysis in Abaqus when the maximum stress at any point in a model reaches the yield stress? Or when the strain reaches the yield strain?...
02 February 2016 6,677 4 View
I have seen this question posted here before, but without a definite answer...I am wondering if it is possible to stop an analysis in Abaqus when the LPF increment is getting negative i.e. if the...
10 October 2015 467 4 View
I am modelling a simply supported I beam in Abaqus using shell elements and I am considering a load case with end moments. I would like to apply an end moment as accurately as possible. Until now,...
10 October 2015 6,506 2 View