July 12, 2019 at 9:50 amVenugopalbSubscriber
I am doing nonlinear buckling analysis in ansys workbench. To capture the nonlinear post-buckling behavior of the structure, i am using Arclength method. But when using it, workbench always shows the error "Arclength method does not allow tabular loads". I don't know why it happens?
I applied a pressure of 17.5 MPa , but it is converted into tabular form. how to rectify it?
I have attched the error msg.
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