the first figure is my model and second figure is the one that should be.
Hello
It may be that your analysis don't reach the first critical load of buckling in your model (the Mises stress is too low to cause buckling i guess it about 15MPa)
Which abaqus procedure are using
Good luck
thank you.
give me detailed input about your Model. i will try to give a help.
Did you check the correctness of the boundary conditions, load values and the consistency of unit of measure?
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