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
[1]   Transition from initial global bending to progressive buckling of tubes loaded statically and dynamically [J].
Abramowicz, W ;
Jones, N .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 1997, 19 (5-6) :415-437
[2]  
Abramowicz W., 1984, Int. J. Impact Eng, V2, P179, DOI [DOI 10.1016/0734-743X(84)90005-8, 10.1016/0734-743X(84)90005-8]
[3]   A simplified analytical method for predicting the critical velocity of vehicle impact on steel columns [J].
Al-Thairy, Haitham ;
Wang, Y. C. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2014, 92 :136-149
[4]   An assessment of the current Eurocode 1 design methods for building structure steel columns under vehicle impact [J].
Al-Thairy, Haitham ;
Wang, Y. C. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2013, 88 :164-171
[5]  
[Anonymous], 2005, 13D NIST NCSTAR
[6]  
[Anonymous], 2011, ASCE/SEI 59-11: Blast Protection of Buildings
[7]  
[Anonymous], 2016, AASHTO LRFD BRIDG DE
[8]  
[Anonymous], 1988, MICROCOMPUTER PROGRA
[9]  
[Anonymous], 2014, LS-DYNA Theory Manual
[10]  
[Anonymous], COMMUNICATION