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A unsuccessful fix is indicated by a pink lightning bolt beside the solution. When this comes about, Ansys generates mistake messages that explain what went wrong.
This could be exceptionally agonizing and aggravating to practical experience mainly because factor distortions are quite possibly the most distinguished then. So when you're feeling like the Evaluation will never converge by observing their convergence graphs 1st or after you deal with a tough error which stops the answer routinely, Verify and study the strains and stresses within the patches of one's design which you suspect are producing The difficulty (ofcourse, through the help of NR residuals). Look at When the strains and stresses correspond on the bilinear plastic product you have inputted. Otherwise, then luck will not be as part of your favor. Try switching to linear content design, or check out making use of a distinct bilinear product design which is pretty more stiff in plastic area (with greater tangent modulus), or check out utilizing far more Created-UP info factors over and above the Ultimiate Pressure and Check out if This really is resolving the distress or not.
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The only real evaluate is increasing sheet thickness which decreases temperature and assists with mechanical balance. I think a stability issue to get the situation so I am now seeking to use the arc size method to get convergence. $endgroup$ hansophyx
Generate result plots: Use the last converged substep to detect possible issues. Unconverged substep benefits will not be bodily meaningful and will frequently be disregarded.
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$begingroup$ Your model is made up of loads of nonlinearities, thus achieving convergence is demanding. I would try out progressively incorporating Each and every nonlinearity to slim down where the solver is battling:
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Tracks and screens your nonlinear Answer along with most likely diagnose complications that could occur. What's more, it allows you to perspective specified finite component graphical components of the model, which include finite component connections.
Unfortuntely, I can not overview Newton Raphson Residuals given that I am conducting calculations on a cluster and will only obtain Answer documents which I then enter into Workbench Mechanical Application. (Or is there a way to do so?) But I'm able to check out the solution at the final time phase ahead of non-convergence occured. I noticed that the condition unsuccessful at similar step times which correspond to your max.
Rameez Ul HaqRameez Ul Haq one,33599 silver badges2626 bronze badges $endgroup$ eleven $begingroup$ Thanks for your reaction! I'm pretty sorry I forgot to clarify exactly what the graphic displays. It is actually deformation at an unconverged time phase with 35x the particular deformation. Indeed, I know how to turn on the Newton Raphson Residuals but I dod not understand how to retrieve them at the time I've downloaded the documents from your cluster.
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