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 | Three-dimensional models | Structural analysis | Columns | Graphic methods | Buckling | Flexural strength | Thin wall structures

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