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Moreover, you are utilizing shell components. Shell features are a lot more at risk of convergence problems that their equal solid elements. This is because of The reality that strong aspects are considerably more stiffer when compared to the shell elements due to the mathematics behind them. You won't ever encounter a extreme thickness change difficulty inside a stable factor only design, due to the fact this requirements will not exist there.

A unsuccessful address is indicated by a pink lightning bolt next to the answer. When this transpires, Ansys generates error messages that designate what went Incorrect.

This will be extremely distressing and disheartening to encounter mainly because factor distortions are essentially the most prominent then. So when you're feeling much like the Evaluation won't converge by observing their convergence graphs initially or after you deal with a tough mistake which stops the solution quickly, Check out and analyze the strains and stresses in the patches of one's design which you suspect are triggering the trouble (ofcourse, throughout the enable of NR residuals). Examine If your strains and stresses correspond to your bilinear plastic design that you've got inputted. Otherwise, then luck isn't in the favor. Consider switching to linear product product, or try applying a different bilinear materials model which is fairly far more rigid in plastic location (with higher tangent modulus), or try out using additional Built-UP details details outside of the Ultimiate Strain and Look at if This can be resolving the distress or not.

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

Mechanically inserted below a Solution object of a whole new ecosystem or of an setting A part of a database from the earlier release.

Dans cet post, nous allons explorer les bienfaits du purin d’ortie et remark l’utiliser pour favoriser un…

Increase the visibility in the map desk by sorting the row making use of either the column quantity or maybe the title from the map header:

What exactly is X axis and what is Y axis. You will find a lot of graphs present in ANSYS so you are accountable of Evidently stating which just one have you inserted right here in this thread.

Also hunt for the phrase “reason for termination.” If current, this line implies precisely why the solve unsuccessful. Tips for interpreting several of the widespread reasons for termination are explained afterwards on this page.

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Rameez Ul HaqRameez Ul Haq 1,33599 silver badges2626 bronze badges $endgroup$ 11 $begingroup$ Thanks for your personal reaction! I'm very sorry I forgot to explain what the graphic displays. It is actually deformation at an unconverged time phase with 35x the particular deformation. Of course, I know how to turn on the Newton Raphson Residuals but I dod not know how to retrieve them as soon as I have downloaded the data files from your cluster.

meshWorkermeshWorker 7566 bronze badges $endgroup$ 4 $begingroup$ Thanks for all those recommendations! I attempted every one of the over and turning off all of those nonlinearities nevertheless doesn't results in convergence. Comforting BCs allows to prevent plasticity indeed, but the answer even now won't converge.

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