Hello all, new to the forum, so I would like to say thank you in advance for any help I may receive.
I have been using CPS8R elements to model a plane stress problem, in conjunction with a UMAT I have developed. This has been running correctly, and the results obtained are good.
I am now running an analysis using axisymmetric elements, CAX8R.
The output from CAX8R is..... S11, S22, S33, S12. The ouput from CPS8R is....S11, S22, S12.
I have therefore updated the damage model accordingly to account for this.
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