General Mechanical

General Mechanical

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How buckling analysis find a path to bucklle, if imperfection in the structure is none?

    • Venugopalb

      Hello all,

      As already known to everyone. I am doing buckling analysis ansys workbench. Generally, buckling occurs due to imperfections present in the structure like eccentric loading, Improper boundary conditions, porosity, crack that present in the structure. But, incase in our numerical model we dont have any imperfection. Is it buckle?

      If it buckle means, how would it chooses the path of buckling?

      Thanking you



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