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  1. mkhalish

    Why non-linear analyses of tubular member subjected to end moments results always error in ABAQUS?

    I am currently performing non-linear analyses for dented tubular members subjected to bending moments using ABAQUS. I am modeling a 1000x25 tube with length 5000 mm. The boundary conditions are simply supported using continuum distributing coupling at tube ends. The moment loadings also applied...

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