Buckling of Thin-Walled Members by p-Version of FEMby P. K. Basu, Vanderbilt Univ, Nashville, TN, USA,
M. N. Akhtar, Vanderbilt Univ, Nashville, TN, USA,
Document Type: Proceeding Paper
Part of: Materials and Member Behavior
Abstract: P-Version of the finite element method (FEM) is used for one-D and three-D modeling of thin-walled open sections and axial compressive load. Equal angle and channel sections are used for example column problems and the ability to model local, overall, and interaction buckling modes with the 3-D model are demonstrated.
Subject Headings: Finite element method | Structural models | Mathematical models | Three-dimensional models | Axial loads | Columns | Hydraulic models | Buckling
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