Performing Timhist Postpro analysis and trying to see one of the nodes displacement the results shows only one value of displacement (I am using option- save every substep in soln control). Nevertheless, I cannot draw any graph.
Model is in fact a Z-profile which consists of 7 layers combining aluminum with composite prepreg. Concerning boundary conditions, the geometry is simply supported and one edge of profile is subjected to uniform pressure causing compressive stress state. I already performed linear eigen-buckling...
Hey, my problem occurs when trying to perform non-linear structural analysis for Shell 181 model in new Ansys 15. The thing is that the same analysis goes correctly for previous Ansys version (e.g. Ansys 12). However, Ansys 15 doesn't obtain convergence and the solution is made approximately...
