Nadia Gouider1, Mohammed Benzerara2,*, Yazid Hadidane1, S. M. Anas3,*, Oulfa Harrat1, Hamda Guedaoura2,4, Anfel Chaima Hadidane5, Messaoud Saidani6
CMES-Computer Modeling in Engineering & Sciences, Vol.145, No.1, pp. 457-481, 2025, DOI:10.32604/cmes.2025.071600
- 30 October 2025
Abstract In recent years, cold-formed steel (CFS) built-up sections have gained a lot of attention in construction. This is mainly because of their structural efficiency and the design advantages they offer. They provide better load-bearing strength and show greater resistance to elastic instability. This study looks at both experimental and numerical analysis of built-up CFS columns. The columns were formed by joining two C-sections in different ways: back-to-back, face-to-face, and box arrangements. Each type was tested with different slenderness ratios. For the experiments, the back-to-back and box sections were connected using two rows of rivets. The… More >
Graphic Abstract