Ashish Khemka
Ansys Employee
nnI think you have plasticity defined in your model. This error generally occurs when the element can take no more load. Can you please check if there is section yielding around the element? Also, you can check for the load-deflection curve if stiffness become zero and hence solver cannot proceed further. If that is the case then try a different plasticity model.nHope this helps.nnThanks,nAshish Khemkann