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Hi Karthic,
It is possible to perform non linear buckling in RADIOSS. Please find the attached tutorial for the same.
You can address post buckling application using nonlinear geometry (Implicit) loadcase. You may have to use any of the Arc-Length methods to solve post-buckling analysis, attached is an example which illustrates the same.
solving in optistruct for nonlinear buckling will automatically using radioss
If anyone know, please share with me
The demo files in the pdf referred above are shared. You can refer this to understand the steps involved in performing the analysis
Thanks for reply, and shearing files. But as i go for simulation it shows error as below -
ROOT: Snap RESTART: 0001
NUMBER OF HMPP PROCESSES 1
MESSAGE ID : 247
** ERROR MPI EXEC FILE SHOULD BE USED FOR MUMPS SOLVER
ERROR TERMINATION
==== End of solver screen output ====
==== Job completed ====
Plz help me to remove error.
I understood many of cards used in tutorial even I also applied necessary card for implicit run, but every time got error.
Hello Karthic,
Thanks for shearing file but i'm looking for solution in Radioss.
Can you please share all the .OUT files and also which version of HyperWorks are you using?
Hi,
I think this is not there in optistruct. You need to move to radioss for it..