TAGGED: #mechanical-#workbench, ansysmechanical, mechanical
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May 3, 2023 at 6:52 pm
Frederik Zemlin
SubscriberHi,
I'm having trouble eliminating rigid body motion in my analysis. The solver fails always at 17% progress. The model is of a quarter symmetric BGA where the PCB has a fixed support and the cut faces have frictionless supports assigned. The load is a thermal condition applied to all bodies. All contacts are bonded, except for three rough ones with the coating on top. Formulation for the bonded contacts is set to augmented lagrange and the stiffness is updated every iteration. Running the contact tool reports no open contacts, all are closed and look normal. I have weak springs enabled.
The solver reports the following error:
Â
*** WARNING ***Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â CP =Â Â Â 3018.578Â Â TIME= 19:39:20
 Material number 2519 (used by element 2005418) should normally have atÂ
 least one MP or one TB type command associated with it. Output of    Â
 energy by material may not be available.                              Â
 *** NOTE ***                           CP =   3018.594  TIME= 19:39:20
 The step data was checked and warning messages were found.            Â
 Please review output or errors file (                                Â
 E:\BGA_model\_ProjectScratch\Scr00BE\file0.err ) for these warning    Â
 messages.                                                             Â
 *** NOTE ***                           CP =   3018.594  TIME= 19:39:20
 This nonlinear analysis defaults to using the full Newton-Raphson     Â
 solution procedure. This can be modified using the NROPT command.    Â*** ERROR ***                          CP =   3152.953  TIME= 19:41:34
 The value of UZ at node 957648 is 1.862045956E+11. It is greater thanÂ
 the current limit of 1.E+09 (which can be reset on the NCNV command). Â
 This generally indicates rigid body motion as a result of an          Â
 unconstrained model. Verify that your model is properly constrained. Â
 *** ERROR ***                          CP =   3152.953  TIME= 19:41:34
 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***              Â
 If one or more parts of the model are held together only by contact   Â
 verify that the contact surfaces are closed. You can check contact   Â
 status in the SOLUTION module for the converged solutions using       Â
 CNCHECK.                                                              Â
 *** WARNING ***                        CP =   3152.953  TIME= 19:41:34
 The unconverged solution (identified as time 1800 substep 999999) is  Â
 output for analysis debug purposes. Results should not be used for   Â
 any other purpose.  ÂÂ
Â
Thanks in advance.
Â
Frederik
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May 4, 2023 at 11:46 am
Ashish Khemka
Forum ModeratorHi Frederik,
The error message indicates rigid body motion. You can create a named selection for node number 957648 and check which body is unconstrained.
Regards,
Ashish Khemka
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May 4, 2023 at 7:33 pm
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May 5, 2023 at 9:14 am
Ashish Khemka
Forum ModeratorHi Frederik,
Try running a quick modal analysis to see if you find any rigid body modes.
Regards,
Ashish Khemka
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May 6, 2023 at 7:34 am
Frederik Zemlin
SubscriberHi Ashish,
the modal analysis has no free body modes. I think I found the cause for the rigid body motion, a material had a wrong very large CTE assigned. But get an error now that the solution doesnt converge at time step 1250.
best regards,
Frederik
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May 7, 2023 at 10:46 am
Ashish Khemka
Forum ModeratorHi Frederik,
Can you please share the snapshot of the solver output?
Regards,
Ashish Khemka
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May 9, 2023 at 11:07 am
Frederik Zemlin
SubscriberProblem has been solved. Had to set the normal stiffness to 0.01 and solver to direct.
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