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Once you know the place the design is unstable you can emphasize as an example a production tolerance. By doing this the solver "is aware" in which direction to glance. $endgroup$ meshWorker

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Check out to trace and trace which features within your model are encountering this problem. Do these elements lie within the buckled location (which you'll be able to observe after Interepting/Stopping the answer and observing the unconverged Answer)? $endgroup$ Rameez Ul Haq

$begingroup$ I am now conducting a static structural Examination research in Ansys and encountered convergence prolems.

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The moment the solution is computed (it requires about 90 seconds), it is possible to retrieve the solution data within the product:

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The problem isn't going to converge oncy I implement the thermal input. I by now tried using reducing time stage measurements to no less than 0,001s (one/one hundred of time move). Cutting down mesh sizing didn't help convergence either and only steps up calculation time greatly.

It's also advisable to be capable to get information with the cluster although it is solving, that is definitely Commonly carried out Along with the 'retrieve' button:

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The opposite substructures contain the solution information for all attainable outer solution combinations.

Also, thermal buckling or another type of buckling only exists if the Assessment happens to be non-linear; in a very linear analysis buckling phenomenon isn't going to naturally exist in FEA softwares Particularly ANSYS, Unless of course manually specified. $endgroup$ Rameez Ul Haq