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Amine Osmani

Amine Osmani

Amine OSMANI, Sid Ahmed MEFTAH, Abdelkader SAOULA Advanced Materials and Structures in Civil Engineering and Public Works Laboratory, Djillali Liabes University of Sidi Bel Abbes, Algeria.

Title: Numerical analysis on the lateral buckling of tapered thin walled steel beam under axial loads

Biography

Biography: Amine Osmani

Abstract

This work deals with the effect of shear deformation on the lateral buckling elastic of tapred thin  thin-walled beams. However, a nonlinear geometric beam theory is presented according to a new kinematic model that takes into account the components of shear deformations. Ritz's method is applied to obtain equilibrium equations, then the buckling loads are evaluated by solving the eigenvalue problem by requiring the singularity of the tangential stiffness matrix. The elastic lateral buckling resistances given by the proposed method are generally in good agreement with the finite element simulation using Abaqus software and other available numerical simulations.