Volume 38 Issue 4
May  2018
Turn off MathJax
Article Contents
ZHANG Xu, SUN Guojun, HUANG Xuhao, YE Wenhua, ZHU Jue. Dynamic response of cold-formed thin-wall steel lipped channel under axial impact[J]. Explosion And Shock Waves, 2018, 38(4): 841-846. doi: 10.11883/bzycj-2016-0335
Citation: ZHANG Xu, SUN Guojun, HUANG Xuhao, YE Wenhua, ZHU Jue. Dynamic response of cold-formed thin-wall steel lipped channel under axial impact[J]. Explosion And Shock Waves, 2018, 38(4): 841-846. doi: 10.11883/bzycj-2016-0335

Dynamic response of cold-formed thin-wall steel lipped channel under axial impact

doi: 10.11883/bzycj-2016-0335
  • Received Date: 2016-11-01
  • Rev Recd Date: 2017-04-17
  • Publish Date: 2018-07-25
  • In our study, we established a finite element model using Abaqus, a commercially available software, to simulate the dynamic response of a cold-formed thin-wall steel lipped channel under axial compact, and verified its reliability by the highly consistent data and residual deformation obtained both from the finite element simulation and a drop hammer test. Based on the finite element model, we analyzed the axial displacement histories of the web, the flange and the lip, and the changing process of the web's lateral deflection under different impact energies. The results indicate that the axial displacement and the speed of the lip are significantly greater than those of the web and the flange during the loading process of higher impact energy, while the flange exerts an obvious constraint on the lip under lower impact energy. The dynamic critical load of the cold-formed steel channel under axial impact increases as the impact velocity goes up.
  • loading
  • [1]
    冷弯薄壁型钢结构技术规范: GB50018-2002[S]. 北京: 中国计划出版社, 2002.
    [2]
    AISI. Specification for the design of cold-formed steel structural members, cold-formed steel design manual-Part Ⅴ[M]. Washington D C: American Iron and Steel Institute, 2005.
    [3]
    ZEINODDINI V M, SCHAFER B W. Simulation of geometric imperfections in cold-formed steel members using spectral representation approach[J]. Thin-Walled Structures, 2012, 60:105-117. doi: 10.1016/j.tws.2012.07.001
    [4]
    RUSINEK A, ZAERA R, KLEPACZKO J R. Constitutive relations in 3-D for a wide range of strain rates and temperatures-application to mild steels[J]. International Journal of Solids and Structures, 2007, 44(17):5611-5634. doi: 10.1016/j.ijsolstr.2007.01.015
    [5]
    KENNY S, PEGG N, TAHERI F. Dynamic elastic buckling of a slender beam with geometric imperfections subject to an axial impulse[J]. Finite Elements in Analysis and Design, 2000, 35(3):227-246. doi: 10.1016/S0168-874X(99)00067-0
    [6]
    BONADA J, CASAFONT M, ROURE F, et al. Selection of the initial geometrical imperfection in nonlinear FE analysis of cold-formed steel rack columns[J]. Thin-Walled Structures, 2012, 51:99-111. doi: 10.1016/j.tws.2011.10.003
    [7]
    KARAGIOZOVA D, JONES N. Dynamic elastic-plastic buckling phenomena in a rod due to axial impact[J]. International Journal of Impact Engineering, 1996, 18(7/8):919-947. http://www.sciencedirect.com/science/article/pii/S0734743X96000358
    [8]
    肖刚. 结构在约束下和动力作用下屈曲的数值模拟[D]. 上海: 上海交通大学, 2008. http://www.wanfangdata.com.cn/details/detail.do?_type=degree&id=D060764
    [9]
    VOLMIR S A. Nonlinear dynamics of plates and shells[M]. Moscow: Science, 1972.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(13)  / Tables(1)

    Article Metrics

    Article views (4896) PDF downloads(113) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return