I analyze a stress distribution of a structure using static analysis in Pro/MECHANICA integrated mode, what if i check the measure of convergence of the analysis and find that it is not converged, what should i do to make it converge? Please advise, thanks.
What method of convergence did u use : SPA or MPA ? If MPA, u can view convergence plot of say vm stress vs p-pass. This will give u a clue of yr analysis. There could be a singularity problem in yr model, maybe a pt load or pt constraint or a sharp inside corner. Hope this help.