Dynamic material performance of cold-formed steel hollow sections: a state-of-the-art review

被引:7
|
作者
Ritchie, Cameron B. [1 ]
Packer, Jeffrey A. [1 ]
Zhao, Xiao-Ling [2 ]
Heidarpour, Amin [2 ]
Chen, Yiyi [3 ]
机构
[1] Univ Toronto, Dept Civil Engn, Toronto, ON M5S 1A4, Canada
[2] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
[3] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
基金
加拿大自然科学与工程研究理事会;
关键词
cold-formed steel; hollow structural sections; composites; impulsive loading; impact; blast; experimentation; analysis; material properties; PLASTIC MECHANISM ANALYSIS; STRAIN-RATE; CFDST COLUMNS; NUMERICAL-SIMULATION; CIRCULAR TUBES; BLAST; CONCRETE; IMPACT; BEHAVIOR; DESIGN;
D O I
10.1007/s11709-017-0388-8
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a literature review focused on the material performance of cold-formed, carbon steel, hollow structural sections under impulsive (highly dynamic) loading. Impulsive loading, represented by impact and blast, is characterized by a very rapid, time-dependent loading regime in the affected members and materials. Thus, the effect of high-strain-rate loading is initially reviewed. Next the material toughness, an important energy-absorption property and one measure of a material's ability to arrest fracture, is considered by means of studying the Charpy V-notch behavior. The response of hollow sections under axial and lateral impact loading is then reviewed. Studies of blast on hollow sections, most of which fall under the categories of contact/near-field loading or far-field loading are presented. Under large-scale field blast experiments, cold-formed hollow sections have shown excellent behavior. Software for modeling blast loading and structural response, the latter including single degree of freedom analysis and explicit finite element analysis, is described and discussed.
引用
收藏
页码:209 / 227
页数:19
相关论文
共 50 条
  • [31] Beam-column tests of cold-formed steel elliptical hollow sections
    Chen, Man-Tai
    Young, Ben
    Engineering Structures, 2020, 210
  • [32] Modelling and probabilistic study of the residual stress of cold-formed hollow steel sections
    Liu, Wenyu
    Rasmussen, Kim J. R.
    Zhang, Hao
    ENGINEERING STRUCTURES, 2017, 150 : 986 - 995
  • [33] TESTS ON THE BENDING CAPACITY OF COLD-FORMED STAINLESS STEEL RECTANGULAR HOLLOW SECTIONS
    Zheng, Baofeng
    Shen, Xiaoming
    Xin, Lianchun
    Shu, Ganping
    STEEL AND ALUMINIUM STRUCTURES, 2016,
  • [35] Investigations on material properties and residual stresses in cold-formed high strength steel irregular hexagonal hollow sections
    Liu, Jun-zhi
    Fang, Han
    Chan, Tak-Ming
    THIN-WALLED STRUCTURES, 2022, 176
  • [36] State of the art on composite cold-formed steel flooring systems
    Karki, Dheeraj
    Far, Harry
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2021, 14 (02): : 117 - 127
  • [37] COLUMN BEHAVIOR OF COLD-FORMED HOLLOW SECTIONS.
    Key, Peter W.
    Hasan, Syed Waqar
    Hancock, Gregory J.
    Journal of Hydraulic Engineering, 1988, 114 (02) : 390 - 407
  • [38] Production standards for cold-formed hollow structural sections
    Packer, J. A.
    Chiew, S. P.
    TUBULAR STRUCTURES XIII, 2010, : 413 - +
  • [39] Structural design using cold-formed hollow sections
    Puthli, Ram
    Packer, Jeffrey A.
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2013, 6 (02): : 150 - +
  • [40] SEISMIC PERFORMANCE OF MOMENT CONNECTIONS BETWEEN COLD-FORMED STEEL SECTIONS
    Zhao, Gen-Tian
    Chen, Ming
    Wan, Xing
    Xu, Lei
    PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS I AND II, 2008, : 1941 - 1946