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Ansys Learning Forum Forums Discuss Simulation General Mechanical Stress distribution for buckled column Reply To: Stress distribution for buckled column

kirtan
Subscriber

Yes, I have defined the plasticity considering it as binlear isotrpic hardening with defualt nonlinear properties of structural steel (E = 200 GPa and Poissions ratio = 0.3, yield strength = 360 Mpa, and Tangent modulus = 1.45 GPa).

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