Influence of section profiles on flexural behavior of unsymmetrical cold formed steel sections – analytical and numerical investigation

IF 0.9 Q4 CONSTRUCTION & BUILDING TECHNOLOGY Journal of Structural Fire Engineering Pub Date : 2024-07-08 DOI:10.1108/jsfe-05-2024-0009
Varun Sabu Sam, N. Anand, Rakesh Kumar, Diana Andrushia
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Abstract

PurposeCold-formed steel (CFS) sections are a popular choice for constructing medium and low-rise structures that are engineered to support relatively light loads. An important characteristic of CFS sections is that they are produced without the use of heat during manufacturing. Consequently, it becomes essential to gain a comprehensive understanding in the behavior of CFS sections when exposed to fire or elevated temperatures.Design/methodology/approachIn this study, sections of 1.5 m length and 2 mm thickness were taken and analyzed to find its flexural behavior after heating them for 60 and 90 min. There were two modes of cooling phase which was considered to reach ambient temperature, i.e. air or water respectively. Performance of each sections (C, C with inclined flanges, sigma and Zed) were examined and evaluated at different conditions. Effects of different profiles and lips in the profiles on flexural behavior of CFS sections were investigated fully analytically.FindingsThe variation in stiffness among the sections with different lipped profiles was noted between 20.36 and 33.26%, for 60 min water cooling case. For the sections with unlipped profiles, it was between 23.56 and 28.60%. Influence of lip and section profile on reduction in stiffness is marginal. The average reduction in load capacity of sections for 60 min specimens cooled by water was found to be 43.42%. An increase in deflection is observed for the sections in the range of 25–37.23% for 60 min case. This is the critical temperature responsible for reduction in yield strength of material as it substantially increases the material safety margin to be considered for the design. Sections with Zed profile have shown better performance among other types, in terms of its load carrying capacity.Originality/valueThis paper deals with the flexural behavior of Galvanized (GI) based CFS unsymmetric sections at elevated temperature and cooled down to ambient temperature with air or water.
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截面轮廓对非对称冷成形型钢弯曲行为的影响--分析和数值研究
用途冷弯型钢(CFS)型材是建造中低层结构的常用选择,可承受相对较轻的荷载。冷弯型钢的一个重要特点是在制造过程中无需加热。因此,全面了解 CFS 截面在火灾或高温条件下的行为至关重要。冷却阶段有两种模式,分别考虑达到环境温度,即空气或水。在不同条件下,对每个截面(C、带倾斜法兰的 C、sigma 和 Zed)的性能进行了检查和评估。研究结果在 60 分钟水冷情况下,带有不同唇缘的截面刚度变化在 20.36% 到 33.26% 之间。而无衬边截面的刚度变化在 23.56% 和 28.60% 之间。唇缘和断面轮廓对刚度降低的影响微乎其微。经水冷却 60 分钟的试样的截面承载能力平均降低了 43.42%。在 60 分钟的情况下,截面的挠度增加了 25-37.23%。这是导致材料屈服强度降低的临界温度,因为它大大增加了设计中需要考虑的材料安全系数。就承载能力而言,具有 Zed 剖面的截面在其他类型中表现出更好的性能。
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来源期刊
Journal of Structural Fire Engineering
Journal of Structural Fire Engineering CONSTRUCTION & BUILDING TECHNOLOGY-
CiteScore
2.20
自引率
10.00%
发文量
28
期刊最新文献
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