I’m relatively new to the field and have encountered a challenge while executing shearing operations between system components in Ansys Workbench. I’ve noticed a significant discrepancy in the results, specifically in the normal and Von Mises stress, when transitioning from a comprehensive model (solution) to a simpler submodel (setup).
The only data transferred was the displacement field, which was consistent with the one produced by the global structure results (solution). However, this consistency was not observed in the results for normal and Von Mises stress.
Could this issue be attributed to the geometrical differences between the structures? Or are there additional conditions that need to be adjusted to rectify this discrepancy?
I would appreciate any insights or suggestions.
Thank you.
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