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- Title
Nonlinear Study on the Mechanical Performance of Built-Up Cold-Formed Steel Concrete-Filled Columns under Compression.
- Authors
Harrat, Oulfa; Hadidane, Yazid; Anas, S. M.; Sor, Nadhim Hamah; Deifalla, Ahmed Farouk; Awoyera, Paul O.; Gouider, Nadia
- 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.
- Subjects
COMPOSITE columns; AMERICAN Concrete Institute; COLD-formed steel; HIGH strength steel; FINITE element method; FAILURE mode &; effects analysis
- Publication
CMES-Computer Modeling in Engineering & Sciences, 2024, Vol 139, Issue 3, p3435
- ISSN
1526-1492
- Publication type
Article
- DOI
10.32604/cmes.2023.044950