Quasi Static Non linear Analysis
Dear All,
I need to perform the Quasi Static Non linear Analysis for the below loading condition.
Time (sec) Load(KN)
0 0
25 1333.33
55 1333.33
Time (sec) Load(KN)
0 0
25 4000
55 4000
Load will be applied using actuator at two points, for that what contact to be created??
Please let me know the procedure for this analysis and provide your valuable guidelines
Thanks
RAM
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Hi Ram,
can you share the model file?
Use this link to share the file: https://ftam1.altair.com/filedrop/~Ce4god
Hi Ram,
Check this example model.
You are using Transient analysis type which ignore all non linearities.
FYi,
You can check this tutorial on Non linear implicit analysis where load is imposed.
OS-1500: Nonlinear Implicit Analysis of Bending of a Plate
Hi Ram,
I did not receive any file so far.
Use this link to share the file: https://ftam1.altair.com/filedrop/~Ce4god
Dear Prakash,
I applied the force directly to the model using RBE3 element and removes the actuator profile ,Contact definition .
Then run the analysis,the following error occurs
*** ERROR # 4079 ***
Non-convergent nonlinear iterations for subcase 2.
*** ERROR # 4002 ***
Running RADIOSS engine, 1 ERROR and 0 WARNINGs have been detected.
They are listed below.
ENGINE ERROR:
** ERROR : RADIOSS IMPLICIT STOPPED DUE TO TIMESTEP LIMIT **
ISTOP=-2
NLGEOM subcase 2, engine finished
(Running in-core solution)
Volume = 1.21405E+006 Mass = 9.56892E-003
*** PROGRAM STOPPED: FATAL ERROR(s) ENCOUNTERED.
***** END OF REPORT *****
For Useful OptiStruct Tips and Tricks, go to the URL:
http://www.altairhyperworks.com/tips.aspx
PROGRAM STOPPED DUE TO ERROR.
************************************************************************
A fatal error has occurred during computations:
*** ERROR # 4079 ***
Non-convergent nonlinear iterations for subcase 2.
ANALYSIS COMPLETED.
*** SOME ERRORS WERE REPORTED DURING THE RUN,
*** PLEASE VERIFY RESULTS AS THEY MAY BE INVALID.
*** PROGRAM STOPPED: FATAL ERROR(s) ENCOUNTERED.
Thanks
RAM
Dear Prakash,
When i am solving the problem with direct transient analysis without any contact definition by applying load directly to model,the problem is solved without any error.
But while solving with contact definition in NLgeom analysis error occurs. Please guide me to solve this issue.
Thanks
RAM
Hi Ram,
You can run a Non linear direct transient analysis. You can use slide contact.
For more information about NL direct transient analysis, refer to NL direct transient analysis section in OptiStruct user's guide.
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