Buckling of Tapered Columns by P-Version of F.E.M.by M. N. Akhtar, Vanderbilt Univ, United States,
P. K. Basu, Vanderbilt Univ, United States,
Document Type: Proceeding Paper
Part of: Computer Utilization in Structural Engineering
Abstract: The local, distortional, overall, and interactive buckling of tapered, thin-walled members under axial compression and flexure are considered by using three-dimensional models based on p-version of the finite element method.
Subject Headings: Finite element method | Buckling | Columns | Structural analysis | Three-dimensional models | Graphic methods | Distortion (structural) | Compression members
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