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,
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
Services: Buy this book/Buy this article
Return to search