Transverse crush of thin-walled rectangular section tubes

被引:14
作者
Huang, Zhixin [1 ]
Zhang, Xiong [1 ,2 ]
Wang, Zong [1 ]
机构
[1] Huazhong Univ Sci & Technol, Dept Mech, Wuhan 430074, Hubei, Peoples R China
[2] Hubei Key Lab Engn Struct Anal & Safety Assessmen, Luoyu Rd 1037, Wuhan 430074, Hubei, Peoples R China
基金
中国国家自然科学基金;
关键词
Indentation; Transverse crush; Deformation mechanism; Theoretical model; Energy absorption; ALUMINUM FOAM FILLER; BENDING COLLAPSE; PRISMATIC COLUMNS; SQUARE TUBES; LATERAL COMPRESSION; ENERGY-ABSORPTION; STAINLESS-STEEL; STRESS PROFILES; METALLIC TUBES; CIRCULAR TUBE;
D O I
10.1016/j.ijmecsci.2017.10.007
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Thin-walled beams are always subjected to both indentation and bending collapse during the transverse crush under accidental events. However, the mechanisms for indentation are not clear, and few studies are concerned with this problem because of the complex deformation features. In this paper, the local indentation behavior of thin-walled aluminum rectangular tubes by a cylindrical indenter with a rigid flat base as a support is investigated experimentally, numerically and theoretically. Quasi-static crushing tests of square tubes are carried out first and numerical simulations of the tests are then performed by nonlinear finite element code LS-DYNA. On the basis of the experimental observations, an analytical model is established to analyze typical characteristics of the structural response and deformation mechanisms of the specimens. By assuming rigid-perfectly plastic material, the crushing force response with respect to the crushing distance can be predicted by the proposed model. Comparisons show that the theoretical predictions are in good agreement with experimental and simulation results. (c) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:144 / 157
页数:14
相关论文
共 40 条
[1]  
Abramowicz W., 1984, INT J IMPACT ENG, V2, P263, DOI DOI 10.1016/0734-743X(84)90010-1
[2]   Quasi-static, impact and energy absorption of internally nested tubes subjected to lateral loading [J].
Baroutaji, A. ;
Gilchrist, M. D. ;
Olabi, A. G. .
THIN-WALLED STRUCTURES, 2016, 98 :337-350
[3]   Crush analysis and multi-objective optimization design for circular tube under quasi-static lateral loading [J].
Baroutaji, A. ;
Gilchrist, M. D. ;
Smyth, D. ;
Olabi, A. G. .
THIN-WALLED STRUCTURES, 2015, 86 :121-131
[4]   Experimental and numerical study on bending collapse of aluminum foam-filled hat profiles [J].
Chen, WG .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2001, 38 (44-45) :7919-7944
[5]   CRUSHING ANALYSIS OF ROTATIONALLY SYMMETRIC PLASTIC SHELLS [J].
DEOLIVEIRA, JG ;
WIERZBICKI, T .
JOURNAL OF STRAIN ANALYSIS FOR ENGINEERING DESIGN, 1982, 17 (04) :229-236
[6]   Quasi-static axial crush response of a thin-wall, stainless steel box component [J].
DiPaolo, BP ;
Monteiro, PJM ;
Gronsky, R .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2004, 41 (14) :3707-3733
[7]   Lateral compression behaviors of thin-walled equilateral triangular tubes [J].
Fan, Hualin ;
Hong, Wu ;
Sun, Fangfang ;
Xu, Ying ;
Jin, Fengnian .
INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2015, 15 (04) :785-795
[8]   Modelling of tubes subjected to axial crushing [J].
Fylingen, O. ;
Hopperstad, O. S. ;
Hanssen, A. G. ;
Langseth, M. .
THIN-WALLED STRUCTURES, 2010, 48 (02) :134-142
[9]   Study of lateral compression of round metallic tubes [J].
Gupta, NK ;
Sekhon, GS ;
Gupta, PK .
THIN-WALLED STRUCTURES, 2005, 43 (06) :895-922
[10]   COLLAPSE LOAD ANALYSIS OF SQUARE AND RECTANGULAR TUBES SUBJECTED TO TRANSVERSE INPLANE LOADING [J].
GUPTA, NK ;
KHULLAR, A .
THIN-WALLED STRUCTURES, 1995, 21 (04) :345-358