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The output facts is often a framework containing 9 fields. By navigating in the information structure you'll be able to retrieve how the options are stored during the model. •
Assessment boundary ailments: In case the remedy unsuccessful right after finishing a load stage, inspect changes in boundary problems.
To more troubleshoot, lookup the answer Facts worksheet for terms like “error” or “basis for termination.
$begingroup$ You ought to be in the position to see Newton-Rapson residuals and factor violations. Just flip them on from the 'Answer information and facts' industry:
After the solution is computed (it will take about 90 seconds), it is possible to retrieve the solution details while in the model:
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As an example, if no time factors were being solved, the issue can be that the product is initially underconstrained. If your address concluded two load steps and failed within the third, you need to evaluate any improvements towards the boundary circumstances in the third load move.
Pick Alternative and examine the Tabular Facts as revealed below. 카지노솔루션 This reveals that two substeps were being solved, and the last effective stage was t = 0.45s. The third row that exhibits Substep = 1e+006 represents the 카지노솔루션 unconverged benefits and doesn't indicate that t = 1s solved efficiently.
You should also be capable of get information and facts within the cluster even though it's solving, that's Typically performed Using the 'retrieve' button:
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Unfortuntely, I can't overview Newton Raphson Residuals because I'm conducting calculations on a cluster and might only down load Option information which I then input into Workbench Mechanical Application. (Or is there a means to take action?) But I can check out the solution at the last time stage in advance of non-convergence occured. I observed that the issue unsuccessful at very similar stage times which correspond into a max.
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Does any person know if the tension-pressure curve actually carries on wherever the dotted line is shown and info are given? I believe that it does since bilinear isotropic hardening is described by tangent modulus.