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 |
[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.
|