1. Axial compression behaviour of CFS angle sections experiencing flexural-torsional buckling.
- Author
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Vivek, K. S., Dar, M. Adil, and Anbarasu, M.
- Subjects
- *
MECHANICAL buckling , *FINITE element method , *ANGLES - Abstract
This study investigates the stability response of pin ended complex angle sections subjected to axial compression. Eight different lipped angle sections (including plain and various stiffened) are considered. The thickness of the sections is adjusted such that the cross-sectional area of all sections is same. Based on the 'signature curve' obtained from preliminary finite strip analysis using CUFSM, height of the columns is considered to be 1m to ensure that flexural-torsional buckling mode governs their failure. Thereafter, linear and nonlinear finite element buckling analyses are carried out with the help of ABAQUS to determine the primary elastic buckling mode and column strengths, respectively. Nominal column strengths are quantified as per AISI S100-16 and are compared with the corresponding numerical column strengths obtained from finite element analysis. A good agreement between the numerical and nominal column strengths is noted. The findings of this numerical study indicate the superior performance of stiffened CFS angle sections over the plain angle section. [ABSTRACT FROM AUTHOR]
- Published
- 2023
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