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 104 条
[51]   Effects of elastic-plastic behaviour on the axial crush response of square tubes [J].
Kohar, Christopher P. ;
Mohammadi, Mohsen ;
Mishra, Raja K. ;
Inal, Kaan .
THIN-WALLED STRUCTURES, 2015, 93 :64-87
[52]   Notch toughness of internationally produced hollow structural sections [J].
Kosteski, N ;
Packer, JA ;
Puthli, RS .
JOURNAL OF STRUCTURAL ENGINEERING, 2005, 131 (02) :279-286
[53]  
Kosteski N, 2003, 1B203 CIDECT
[54]   The response of partially confined right circular stainless steel cylinders to internal air-blast loading [J].
Langdon, G. S. ;
Ozinsky, A. ;
Yuen, S. Chung Kim .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2014, 73 :1-14
[55]   Survivability of steel frame structures subject to blast and fire [J].
Liew, J. Y. Richard .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2008, 64 (7-8) :854-866
[56]   Performance of hollow steel tube bollards under quasi-static and lateral impact load [J].
Maduliat, Soheila ;
Tuan Duc Ngo ;
Phuong Tran ;
Lumantarna, Raymond .
THIN-WALLED STRUCTURES, 2015, 88 :41-47
[57]  
Malvar L.J., 1988, MAT J AM CONCRETE I, V95, P609
[58]   Fracture behaviour and microstructural evolution of structural mild steel under the multi-hazard loading of high-strain-rate load followed by elevated temperature [J].
Mirmomeni, Mahsa ;
Heidarpour, Amin ;
Zhao, Xiao-Ling ;
Hutchinson, Christopher R. ;
Packer, Jeffrey A. ;
Wu, Chengqing .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 122 :760-771
[59]   Mechanical properties of partially damaged structural steel induced by high strain rate loading at elevated temperatures - An experimental investigation [J].
Mirmomeni, Mahsa ;
Heidarpour, Amin ;
Zhao, Xiao-Ling ;
Hutchinson, Christopher R. ;
Packer, Jeffrey A. ;
Wu, Chengqing .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2015, 76 :178-188
[60]  
MOC, 2005, 1782005 MOC JGT