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  1. AGJ

    Constraining a 3D shell model of a beam-column

    Hi. I am about to run an analyses of a non uniform beam-column(I-shaped cross-section with web-cutouts) using ansys 9.0. As spatial behaviour is of interrest, a 3D-shell model is chosen. Both eigenvalue buckling analysis, and non-linear(material and geometric) analysis will be carried out. The...

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