Are there any examples showing how to find the acceleration at any given node (not at a vertex) in an ANSYS Workbench Simulation harmonic response analysis?
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Yes, please see the attached ANSYS Workbench Simulation 11.0 SP1 MSUP harmonic response analysis example. The acceleration is just the displacement times the negative of omega squared, and omega is just 2*PI*frequency, where the frequency is variable 1 in POST26 (the Time History Postprocessor). Note that the velocity is actually 90 degrees out of phase from the real values shown. |
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