Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
309492 | Thin-Walled Structures | 2009 | 14 Pages |
Abstract
In this paper, the results of an investigation into the post-buckling behaviour of high-strength aluminium alloy stiffened plates subjected to combined axial compression load and different magnitudes of lateral pressure using non-linear finite element approach is presented. Both material and geometric non-linearities have been taken into account. The principal variables studied are the plate thickness, boundary conditions and the stiffener geometries beside the geometrical imperfection, the width of the welding heat-affected zone (HAZ) and welding residual stresses. The influence of these variables on the post-buckling behaviour and ultimate strength of such stiffened plates has been investigated in details.
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Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Mohammad Reza Khedmati, Mohammad Reza Zareei, Philippe Rigo,