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Excessive thickness change dilemma can (I feel) interchangably be employed with too much distortion challenge. So I would suggest switching into the equal strong aspects, or perhaps raise the thickness on the shell elements so that they turn out to be increasingly rigid and as a consequence a lot less liable to abnormal thickness adjust.

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Attempt to track and trace which features inside of your product are encountering this issue. Do these features lie inside the buckled location (which you can observe following Interepting/Halting the solution and observing the unconverged Remedy)? $endgroup$ Rameez Ul Haq

Connections involving parameters and inner/outer solution numbers; the field just isn't accessible by default.

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Make result plots: Use the last converged substep to detect prospective difficulties. Unconverged substep effects are not physically significant and will commonly be dismissed.

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I indicate just You should not consist of the plasticity product; only make use of a default linear materials product and Test If your convergence is getting realized or not. Moreover, Never contain any non-linearities in the first place and re-operate the analyses. Is it operating or not? No non-linearities mean that convergence criteria won't exist. $endgroup$ Rameez Ul Haq

$begingroup$ Your product consists of a great deal of nonlinearities, therefore obtaining convergence is tough. I would consider steadily adding Each and every nonlinearity to narrow down where the solver is struggling:

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What exactly are the attainable motives that a finite factor simulation would converge correctly at more substantial aspect measurements although not at more compact element sizes? Sizzling Network Thoughts

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Also, thermal buckling or almost every other type of buckling only exists In case the Assessment is becoming non-linear; within a linear Assessment buckling phenomenon isn't going to The natural way exist in FEA softwares especially ANSYS, Except if manually specified. $endgroup$ Rameez Ul Haq