ANSYS APDL 18.2 - Symmetric Stiffened Plate

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  • #2
Mech_Engineer
Science Advisor
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What aspect of the example are you not able to replicate? Is it a stress mismatch, deformation, etc? I notice the element called out in the tutorial is SHELL93 but you're using SHELL281; is it possible the difference is due to the element selection?
 

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