# Different Mises stress results when using simple and second order elements with 3D shells

**URL:** <https://prepomax.discourse.group/t/different-mises-stress-results-when-using-simple-and-second-order-elements-with-3d-shells/1697>\
**Category:** General Questions\
**Created:** [April 23, 2024, 1:04pm UTC](https://prepomax.discourse.group/t/different-mises-stress-results-when-using-simple-and-second-order-elements-with-3d-shells/1697 "2024-04-23T13:04:59Z")\
**Posts on this page:** 1\
**Page:** 2

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**Author:** ![Victor](https://avatars.discourse-cdn.com/v4/letter/v/3e96dc/32.png) [@Victor](https://prepomax.discourse.group/u/Victor)\
**Post date:** [May 11, 2024, 8:09pm UTC](https://prepomax.discourse.group/t/different-mises-stress-results-when-using-simple-and-second-order-elements-with-3d-shells/1697/21 "2024-05-11T20:09:45Z")

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Oh, I see. Though after looking at the stress plot, it is pretty similar across both sides and not the major source of extra stress there.

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