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


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 | Graphic methods | Flexural strength | Thin wall structures | Three-dimensional models

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