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Excessive thickness modify problem can (I think) interchangably be used with extreme distortion difficulty. So I would advise switching to your equal reliable features, or just increase the thickness in the shell things so that they turn into more and more rigid and thus less liable to abnormal thickness modify.

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Test to track and trace which factors within just your design are encountering this problem. Do these factors lie from the buckled region (which you'll be able to notice just after Interepting/Stopping the solution and observing the unconverged Remedy)? $endgroup$ Rameez Ul Haq

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Does a person have an plan how I could receive convergence On this product or what else I could seek to analyse The difficulty? I could be very grateful!

sometimes using MPC contacts may result in challenges. You may attempt replacing with another contact formulation

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So The natural way, my design is above-constrained. Running static structural Investigation with only mechanical hundreds and without thermal gradient converges promptly and with none troubles.

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Unfortuntely, I simply cannot evaluate Newton Raphson Residuals due to the fact I'm conducting calculations on the cluster and can only down load Answer files which I then enter into Workbench Mechanical Application. (Or is there a means to take action?) But I can watch the solution at the last time phase before non-convergence occured. I observed that the situation failed at equivalent step periods which correspond to a max.

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Also, in case you appropriate click the 'Alternative Details' when the Investigation is managing on cluster then click 'Retrieve', you ought to be atleast in a position to import and visualize the managing convergence graphs, then determine if the answer will essentially converge or not Later on, and when to Interept/Quit it.