Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
309528 | Thin-Walled Structures | 2011 | 7 Pages |
Abstract
A direct 1D model able to describe the mechanical behaviour of thin-walled beams is used to analyse the initial postbuckling of some sample frames. The model allows to take into account the boundary conditions on warping in a very simple way and proves to be a very efficient tool for the analysis of thin-walled frames. Making use of the FEM based COMSOL multiphysics software, numerical results for a number of L frames are obtained and shown.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Nicola L. Rizzi, Valerio Varano,