Crash-worthiness assessment of thin-walled structures with the high-strength steel sheet

被引:56
|
作者
Huh, H [1 ]
Kang, WJ [1 ]
机构
[1] Korea Adv Inst Sci & Technol, Dept Engn Mech, Yusong Gu, Taejon 305701, South Korea
关键词
explicit finite element method; modified Johnson-Cook model; square tube; strain-rate effect; tension split Hopkinson bar;
D O I
10.1504/IJVD.2002.002022
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The crash-worthiness of thin-walled structures has been investigated for the high-strength steel 60TRIP and 60C as well as the low-carbon steel by both experiments and numerical simulation. Crush tests have been carried out for square tubes of various heights in order to observe the crush behaviour, the reaction force and the impact energy absorption of the tube. The crush test result was compared with the numerical simulation result for evaluation of the experiment and the simulation code. A constitutive relation for simulation was obtained in terms of the conventional and modified Johnson-Cook model by interpolating experimental results from both static and dynamic tests with the tension split Hopkinson bar apparatus. The dynamic response of thin-walled structures then was simulated by an elasto-plastic explicit finite element method with the plastic predictor-elastic corrector (PPEC) scheme in stress integration in order to keep track of the stress-strain relation for the rate-dependent model accurately. Simulation results show close coincidence in the crush behaviour and the reaction force with experimental results. Simulations also demonstrate remarkable difference in the reaction force and impact energy absorption between the static model and the dynamic model.
引用
收藏
页码:1 / 21
页数:21
相关论文
共 50 条
  • [41] A New Simple Method for the Strength of High-Strength Steel Thin-Walled Box Columns Subjected to Axial Force and Biaxial End Moments
    Shen, Hong-Xia
    ADVANCES IN CIVIL ENGINEERING, 2019, 2019
  • [42] Crashworthiness design of quenched boron steel thin-walled structures with functionally graded strength
    Ying, Liang
    Zhao, Xi
    Dai, Minghua
    Zhang, Sizhu
    Hu, Ping
    INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2016, 95 : 72 - 88
  • [43] Design reliability analysis of high-strength cold-formed thin-walled steel members with lipped channel sections
    Li, Yuanqi
    Shen, Zuyan
    Wang, Lei
    Wang, Shukun
    Liu, Xiang
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2010, 31 (11): : 36 - 44
  • [44] Mechanical performances of thin-walled high-strength concrete-filled steel tube square columns with high-strength reinforced cages under biaxial eccentric compression
    Chen, Jun
    Li, Jie
    Guo, Mingqing
    Ding, Faxing
    Hu, Huifang
    Xiang, Ping
    STRUCTURES, 2024, 61
  • [45] INVESTIGATION OF ADMISSIBILITY OF DEFECTS IN WELDS IN THIN-WALLED VESSELS MADE OF HIGH-STRENGTH MATERIALS
    KURKIN, SA
    KULIK, EI
    STEPANOV, AA
    WELDING PRODUCTION, 1976, 23 (04): : 3 - 7
  • [46] Buckling, strength and failure mechanics of thin-walled structures
    Zaras, J
    Kowal-Michalska, K
    Rhodes, J
    THIN-WALLED STRUCTURES, 2003, 41 (2-3) : 89 - 90
  • [47] Folded assembly methods for thin-walled steel structures
    Shi, Quan
    Shi, Xiaoqiang
    Gattas, Joseph M.
    Kitipornchai, Sritawat
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 138 : 235 - 245
  • [48] Modelling, analysis and design of thin-walled steel structures
    Davies, JM
    LIGHT-WEIGHT STEEL AND ALUMINIUM STRUCTURES, 1999, : 3 - 18
  • [49] TO THE CALCULATION OF STEEL STRUCTURES FROM THIN-WALLED RODS
    Perelmuter, A., V
    OPIR MATERIALIV I TEORIA SPORUD-STRENGTH OF MATERIALS AND THEORY OF STRUCTURES, 2022, (108): : 119 - 130
  • [50] Ductility evaluation procedure for thin-walled steel structures
    Zheng, Y
    Usami, T
    Ge, HB
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2000, 126 (11): : 1312 - 1319