Systematic literature review of cold-formed steel at elevated temperature scenario

被引:0
作者
Roxas, Cheryl Lyne C. [1 ]
Bautista, Carluz R. [2 ]
Cruz, Orlean G. Dela [3 ]
Dela Cruz, Rhem Leoric C. [4 ]
De Pedro, John Paul Q. [4 ]
Dungca, Jonathan R. [1 ]
Lejano, Bernardo A. [1 ]
Ongpeng, Jason Maximino C. [1 ]
机构
[1] De La Salle Univ, Dept Civil Engn, Manila, Philippines
[2] Philippine Council Ind Energy & Emerging Technol R, Taguig, Philippines
[3] Polytech Univ Philippines, Manila, Philippines
[4] De La Salle Univ, Ctr Engn & Sustainable Dev Res, Manila, Philippines
关键词
Cold-formed steel; Light gauge steel; Systematic literature review; Elevated temperature; High temperature; Finite element analysis; Experimental methods; Fire performance; Screw connections; HIGH-STRENGTH STEEL; WEB CRIPPLING BEHAVIOR; FLANGE LOADING CONDITION; OF-THE-ART; MECHANICAL-PROPERTIES; TUBULAR SECTIONS; CHANNEL SECTIONS; DESIGN; COLUMNS; BEAMS;
D O I
10.1016/j.heliyon.2023.e19142
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Cold-formed steels (CFS) or light gauge steels (LGS) are steel sections created through processes without heat application, such as roll forming or press-braking. In the past few decades, the utilization of CFS as a structural material has expanded due to its advantages over the other materials used in the construction industry, consequently increasing the number of studies con-ducted by many researchers. CFS studies have focused on many research areas, including designing, and analyzing members and systems, connections, sustainability, residual stresses, and post-fire data. As a result, several authors have also conducted a literature review involving these areas. However, a literature review for more recent studies involving elevated temperature exposure of CFS has not been conducted. This paper seeks to compile and review the recent publications regarding CFS behavior and performance at high temperatures events. Sixty-nine (69) journal articles published from 2017 to 2023 were retrieved from the Scopus database and systematically reviewed through text mining with the aid of VOS Viewer. Prior studies uti-lizing finite element analysis and experimental methods to investigate the performance at elevated temperature events of varying CFS sections, systems, and steel grades have been sum-marized. In addition, this paper also briefly discussed the findings of the recent research works involving member connections of CFS. Key points from the literature review have been empha-sized such as the outcome of experimental and numerical validation of existing design rules from different codes such as American Iron and Steel Institute (AISI), Eurocodes, and Australian codes which could vary depending on the CFS section and steel grades. Important points of previous studies regarding the CFS walls, insulations, and screwed connections have also been noted in this paper. Based on the review, research gaps in the prior studies involving elevated temperature exposure of CFS have been identified, such as lack of CFS investigation under fatigue and cyclic loading. These were then recommended as future direction and concentration of CFS at elevated temperatures research works.
引用
收藏
页数:15
相关论文
共 50 条
  • [1] Recent research on cold-formed steel beams and columns subjected to elevated temperature: A review
    Javed, Muhammad Faisal
    Hafizah, Nor
    Memon, Shazim Ali
    Jameel, Mohammad
    Aslam, Muhammad
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 144 : 686 - 701
  • [2] Cold-formed high strength steel SHS and RHS beams at elevated temperatures
    Li, Hai-Ting
    Young, Ben
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2019, 158 : 475 - 485
  • [3] A review of experiments on cold-formed steel members at elevated temperatures
    Xie, Jiangyue
    Schafer, Benjamin W.
    Gernay, Thomas
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2025, 229
  • [4] Cold-formed steel sheathing connections at elevated temperature
    Abreu, Jean C. Batista
    Vieira Jr, Luiz C. M.
    Gernay, Thomas
    Schafer, Benjamin W.
    FIRE SAFETY JOURNAL, 2021, 123
  • [5] Elevated temperature mechanical properties of cold-rolled steel sheets and cold-formed steel sections
    Rokilan, M.
    Mahendran, M.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2020, 167
  • [6] Mechanical properties of hot-rolled and cold-formed steels after exposure to elevated temperature: A review
    Yu, Yujie
    Lan, Lifeng
    Ding, Faxing
    Wang, Liping
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 213 : 360 - 376
  • [7] A Study on Cold-Formed Steel Lipped Channel Flexural Members at Elevated Temperature Under Various Loading Scenarios
    Singh, Ravikant
    Samanta, Avik
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2023, 23 (02) : 363 - 388
  • [8] Mechanical properties and creep strain of Q355 cold-formed steel at elevated temperature
    Zhou, Xuhong
    Yang, Jingjie
    Wang, Weiyong
    Xu, Lei
    Shi, Yu
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 180
  • [9] Elevated temperature material properties of cold-formed advanced high strength steel channel sections
    Li, Hai-Ting
    Xu, Chen-Yu
    Zhang, Jia-Hui
    Li, Hongwei
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2025, 226
  • [10] A review of current practice for testing by analysis of cold-formed steel structures
    Koh, Hyeyoung
    Blum, Hannah B.
    STRUCTURES, 2022, 37 : 871 - 880