Dear
Thank you very much for the reply.
Actually, it was a plane stress model, in-plane strain I am getting even worse results.
According to your recommendation, I did also an Axisymmetric one, but the issue with that is boundary conditions that are not symmetric. I am not sure where to put the Boundary conditions
Previously in the 2D model, the BCs were as follows, just displacements zeros in x and y directions.
How to replicate that in the axisymmetric model? Can you please let me know, I am first time doing it?
Regards
Bhanu
Thank you very much for the reply.
Actually, it was a plane stress model, in-plane strain I am getting even worse results.
According to your recommendation, I did also an Axisymmetric one, but the issue with that is boundary conditions that are not symmetric. I am not sure where to put the Boundary conditions
Previously in the 2D model, the BCs were as follows, just displacements zeros in x and y directions.
How to replicate that in the axisymmetric model? Can you please let me know, I am first time doing it?Regards
Bhanu
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