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Any time you know where by the design is unstable you can emphasize by way of example a generation tolerance. This fashion the solver "understands" through which path to glance. $endgroup$ meshWorker

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This will be extremely painful and aggravating to experience since aspect distortions are essentially the most prominent then. So when you're feeling like the Evaluation will not converge by observing their convergence graphs initially or whenever you face a tough error which stops the answer automatically, check and examine the strains and stresses within the patches of one's design which you think are triggering The difficulty (ofcourse, from the assist of NR residuals). Test When the strains and stresses correspond on the bilinear plastic product that you've got inputted. If not, then luck will not be in the favor. Try out switching to linear material model, or check out working with a different bilinear content product which is fairly additional rigid in plastic region (with greater tangent modulus), or check out making use of a lot more Produced-UP knowledge points over and above the Ultimiate Strain and Examine if This is certainly fixing the distress or not.

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Then which data files would I've to pick out? I attempted auto time stepping as much as a hundred and line look for. The issue still will not converge like that regretably. $endgroup$ hansophyx

OrbitOrbit 15655 bronze badges $endgroup$ two $begingroup$ Thanks! I will test the "Retrieve" option to get the Newton-Raphson residuals! I just have to pick the in accordance information I can down load within the cluster or How can it work?

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Find Alternative and view the Tabular Info as demonstrated down below. This displays that two substeps had been solved, and the last prosperous phase was t = 0.45s. The third row that displays Substep = 1e+006 signifies the unconverged outcomes and will not signify that t = 1s solved productively.

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Also, thermal buckling or another form of buckling only exists If your Examination happens to be non-linear; in a very linear Evaluation buckling phenomenon does not naturally exist in FEA softwares Particularly ANSYS, Except if manually specified. $endgroup$ Rameez Ul Haq