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Hi everyone,
let's say I want to display a simple bar in a static-linear analysis as a shell object. This is fixed at one side and is loaded on the other side by a force. Once I have specified my thickness (t), I can set various output controls under the analysis settings (picture).
What is the recommended setting for this simple analysis? Is a check mark at "Displacement" sufficient or is it recommended to activate "Applied Load" as well? What is the theoretical difference? Are there settings for shell objects that you recommend for a simple static linear bending analysis?
Furthermore I wanted to ask, if you think that Inventor Nastran can give approximate results when comparing displacement and Von Mises stress with increasing thickness (t=1,2,3,....n mm)?
Thanks!
Solved! Go to Solution.