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It means: when I run the model trying to capture the the cracking response of my concrete slab I get this message and I don´t know what this means. Perhaps it has do with that the first crack appears and abaqus can not calculate it or what do you think????

I get this message when running: The plasticity/creep/connector friction algorithm did not converge at 322 points What does this mean??

Can´t anyone help me with this???????

Yes I think it´s possible :)

Hello everybody! I have some problems with ABAQUS concerning how to modell cracks and reinforcement in concrete. I have used shell elements for the different concrete parts, but is there anyway to modell single REBARS in shell elements without using rebar layer?? I also wonder about how to...