For prestress hold analysis, after applying prestress, i included this command for the fixed boundary condition,
*Boundary,type=fixed
While applying load it shows error. Will it be feasible or not to model the truss member as 3D element.
Dear investigator, these types of errors are often difficult to solve, with respect.
Thanks for your assistance.
In short, I need to know the exact comparison between both of the finite element approach types. And also its advantages will be useful. Thank You, Basil
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