Open Access

ARTICLE

Nonlinear Study on the Mechanical Performance of Built-Up Cold-Formed Steel Concrete-Filled Columns under Compression

by Oulfa Harrat^1,*, Yazid Hadidane¹, S. M. Anas^2,*, Nadhim Hamah Sor^3,4, Ahmed Farouk Deifalla⁵, Paul O. Awoyera⁶, Nadia Gouider¹

1 Civil Engineering Laboratory, Faculty of Technology, Department of Civil Engineering, Badji Mokhtar-Annaba University, P. O. Box 12, Annaba, 23000, Algeria
2 Department of Civil Engineering, Faculty of Engineering and Technology, Jamia Millia Islamia (A Central University), New Delhi, 110025, India
3 Civil Engineering Department, University of Garmian, Kalar, 46021, Iraq
4 Department of Civil Engineering, Harran University, Sanliurfa, 63510, Turkey
5 Structural Engineering and Construction Management Department, Future University in Egypt, New Cairo, 11835, Egypt
6 Department of Civil Engineering, Covenant University, Ota, 112233, Nigeria

* Corresponding Authors: Oulfa Harrat. Email: ; S. M. Anas. Email:

(This article belongs to the Special Issue: Recent Advances in Computational Methods for Performance Assessment of Engineering Structures and Materials against Dynamic Loadings)

Computer Modeling in Engineering & Sciences 2024, 139(3), 3435-3465. https://doi.org/10.32604/cmes.2023.044950

Received 12 August 2023; Accepted 07 November 2023; Issue published 11 March 2024

Abstract

Given their numerous functional and architectural benefits, such as improved bearing capacity and increased resistance to elastic instability modes, cold-formed steel (CFS) built-up sections have become increasingly developed and used in recent years, particularly in the construction industry. This paper presents an analytical and numerical study of assembled CFS two single channel-shaped columns with different slenderness and configurations (back-to-back, face-to-face, and box). These columns were joined by double-row rivets for the back-to-back and box configurations, whereas they were welded together for the face-to-face design. The built-up columns were filled with ordinary concrete of good strength. Finite element models were applied, using ABAQUS software, to assess mechanical performance and study the influence of assembly techniques on the behavior of cold-formed columns under axial compression. Analytical approaches based on Eurocode 3 and Eurocode 4 recommendations for un-filled and concrete-filled columns respectively were followed for the numerical analysis, and concrete confinement effects were also considered per American Concrete Institute (ACI) standards for face-to-face and box configurations. The obtained results indicated a good correlation between the numerical results and the proposed analytical methodology which did not exceed 8%. The failure modes showed that the columns failed due to instabilities such as local and global buckling.

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