Make sure that Large Deflection is turned on in the second structural analysis. This will give you the deflection a result of the load just as buckling sets in. Raising the load after that will cause the put up-buckling deflections.
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For put up-buckling Investigation, ANSYS 17.0 or afterwards helps you to go ahead and take method shape from the linear Eigenvalue Buckling Investigation and find out feed it to a different Static Structural Evaluation Product mobile given that the First geometry.
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