Behaviour of Doubly Symmetric Built-Up Cold-Formed Steel Beams

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Gajalakshmi, P. and Revathy, J. and Anusha, S. and Vijayan, D. S. (2021) Behaviour of Doubly Symmetric Built-Up Cold-Formed Steel Beams. Scopus, 202. pp. 229-238. ISSN 2366-2557

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Abstract

The behaviour of doubly built-up cold-formed steel beams under flexure was investigated. Two channel sections were welded back-to-back, with and without lips, 1.6–2 mm thick, and depths 200–240 mm. Experimental, analytical, and FEM modeling results were compared. Beams failed due to local buckling and lateral-torsional buckling. Results show doubly symmetric built-up cold-formed sections provide higher load-carrying capacity with simpler buckling behavior. © 2021 Elsevier B.V., All rights reserved.

Item Type: Article
Divisions: Engineering and Technology > Aarupadai Veedu Institute of Technology, Chennai > Civil Engineering
Depositing User: Unnamed user with email techsupport@mosys.org
Last Modified: 02 Dec 2025 09:40
URI: https://vmuir.mosys.org/id/eprint/3041

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