asdeasoft.net

I'm having problems creating a displacement controlled analysis with cyclic loading

I have convergence problem hovewer when I doing load control İt was working perfectly well

I would be very happy if you could take a look.

You have a concrete material that does not have a final residual plateau in compression and at the same time a steel material that fractures. Under certain conditions, it will simply completely fail and there is no way you can compute equilibrium anymore