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  1. mk88

    Eigenvalue Buckling Analysis using Abaqus v6.7

    Hi, I am modelling a vertebral column as a simple cylindrical column. Its fixed at the bottom and I am applying a pressure load of 1000N at the top. I am trying to determine the critical buckling load. Is one buckling mode enough for this? If so I get an eigenvalue of -4046.1 for the first one...

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