In addition, you will be using shell elements. Shell features are much more prone to convergence issues that their equal sound aspects. This is because of The reality that strong things are considerably more stiffer as opposed to shell elements as a result of arithmetic at the rear of them. You won't ever encounter a extreme thickness change problem in a very sound component only design, considering the fact that this criteria won't exist there.
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To obtain specifics of all Alternative object and Remedy dataset combos in the product enter the command:
$begingroup$ I'm now conducting a static structural analysis examine in Ansys and encountered convergence prolems.
You could be questioning effectively you already are utilizing incredibly smaller timesteps, very well guess what? All those timesteps however may not be little ample to fetch Remedy convergence on your model.
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OrbitOrbit 15655 bronze badges $endgroup$ 2 $begingroup$ Thank you! I'll consider the "Retrieve" selection to find the Newton-Raphson residuals! I just have to pick the according data files I can download in the cluster or How can it get the job done?
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$begingroup$ Your design is made up of a lot of nonlinearities, therefore reaching convergence is tough. I'd personally consider little by little adding Just about every nonlinearity to slender down wherever the solver is having difficulties:
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Unfortuntely, I can not evaluation Newton Raphson Residuals due to the fact I'm conducting calculations on the cluster and may only download Answer information which I then input into Workbench Mechanical Application. (Or is there a way to take action?) But I'm able to check out the answer at the last time move prior to non-convergence occured. I observed that the condition failed at equivalent phase instances which correspond to your max.
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