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
  • [31] Cold-Formed Steel Structure for Mid-Rise Residential Building: A Literature Review
    Jacinto, Jhun M.
    Dela Cruz, Orlean G.
    Guades, Ernesto J.
    ADVANCES IN CIVIL ENGINEERING MATERIALS, 2023, 310 : 37 - 51
  • [32] The Influence of Web Holes on the Behaviour of Cold-Formed Steel Members: A Review
    Zivaljevi, Vladimir
    Jovanovic, Dorde
    Kovacevic, Dusan
    Dzolev, Igor
    BUILDINGS, 2022, 12 (08)
  • [33] Design of cold-formed stainless steel tubular joints at elevated temperatures
    Feng, Ran
    Young, Ben
    ENGINEERING STRUCTURES, 2012, 35 : 188 - 202
  • [34] Structural optimization of closed built-up cold-formed steel columns
    Laim, Luis
    Mendes, Jerome
    Craveiro, Helder D.
    Santiago, Aldina
    Melo, Carlos
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2022, 193
  • [35] Design of Cold-Formed Steel Screw Connections with Gypsum Sheathing at Ambient and Elevated Temperatures
    Chen, Wei
    Ye, Jihong
    Chen, Tao
    APPLIED SCIENCES-BASEL, 2016, 6 (09):
  • [36] Low- and elevated-temperature constitutive model of cold-formed titanium-clad bimetallic steel sections
    Luo, Zeqiao
    Shi, Yu
    Zhou, Xuhong
    Xue, Xuanyi
    Peng, Xiong
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2024, 221
  • [37] Mechanical properties of cold-formed steel tubular sections at elevated temperatures
    Imran, Mohamed
    Mahendran, Mahen
    Keerthan, Poologanathan
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 143 : 131 - 147
  • [38] Performance of cold-formed stainless steel tubular columns at elevated temperatures
    To, Ernest Chiu-Yin
    Young, Ben
    ENGINEERING STRUCTURES, 2008, 30 (07) : 2012 - 2021
  • [39] Mechanical properties of low-alloyed YSt-355-FR (0.126%Mo) cold-formed steel tube at elevated temperatures
    Kumar, Waibhaw
    Sharma, Umesh Kumar
    Pathak, Prashant
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2022, 192
  • [40] Recent developments in the design of cold-formed steel members and structures
    Macdonald, M.
    Heiyantuduwa, M. A.
    Rhodes, J.
    THIN-WALLED STRUCTURES, 2008, 46 (7-9) : 1047 - 1053