Moment capacity of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes, and plain webs. (15th May 2021)

• Record Type: Journal Article
• Authors: Chen, Boshan; Roy, Krishanu; Fang, Zhiyuan; Uzzaman, Asraf; Raftery, Gary; Lim, James B.P.
• Is Part Of: Engineering structures. Volume 235(2021)
• Publication Date: 2021-05-15
• Subjects: Cold-formed steel -- Moment capacity -- Back-to-back channels -- Edge-stiffened holes -- Un-stiffened holes -- Finite element analysis; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2021.112042
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: A new generation of back-to-back CFS channels with edge-stiffened holes is examined. Results from an experimental regime and elasto-plastic finite element are reported. A parametric study involving 70 FE models was conducted. Edge stiffened hole-channels can outperform plain channels in terms of moment capacity. Abstract: The use of cold-formed steel (CFS) back-to-back channels as floor joists is increasing steadily, and such beams often include un-stiffened holes for installation of services, which reduces their flexural strength due to the reduced web area. A new generation of CFS channels with edge-stiffened holes has been widely used. However, no research has been undertaken to understand the effects of composite actions on moment capacity of such built-up beams. In this paper, fourteen new experiments are reported on back-to-back channels with various hole spacing, which were tested under four-point loading. Finite-element models were also established and validated with the experiments. Upon validation, a parametric study involving 63 FEMs was conducted to investigate the effects of beam length, diameter of hole, stiffener length and fillet radius. The test results show that for back-to-back channels with five edge-stiffened holes, the moment capacity increased by 15.4%, compared to that of a plain channel. For comparison, the same section with un-stiffened holes had a 15.1% reduction in moment capacity. Test results also show that distortional buckling was the predominant failure mode for all cases. The test and FE results were compared against the design moment capacities predicted by the American Iron and Steel Institute (AISI) and Australian and New Zealand Standards (AS/NZS) for plain channels. For channels with holes, design procedure was proposed by Moen and Schafer. It is revealed that these equations are conservative by around 23% and 49% for CFS channels with un-stiffened and edge-stiffened holes, respectively.