Dynamic Analysis of Steel Tube and Concrete-Filled Steel Tube High-Limit Protection Racks under Impact Loads

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Abstract:

The purpose of high-limit protection rack under railway bridge is to protect railway bridge, and avoid passing vehicles under railway bridge colliding bridge. The paper discusses dynamic response and energy transfer of two different structures by analyzing the internal force, deformation, displacement and energy transfer of the steel tube and concrete-filled steel tube protection racks in collision. The result shows that the displacement of concrete-filled steel tube protection rack is smaller, and it can bear larger impact force and have good effect of energy absorption.

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Periodical:

Advanced Materials Research (Volumes 194-196)

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1924-1928

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Online since:

February 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Lu Hui. New advances in the research on dynamic performance of concrete-filled steel tubes[J]. World Earthquake Engineering, 2007, 23(4) : 119-128.

Google Scholar

[2] Xue Liang, Lin Zhongqin. Study on hourglass control in car crash simulation[J]. Machine Design and Research, 1999, 4: 57-59.

Google Scholar

[3] Yang Youfu, Han Linhai. Present situation of research on dynamic behavior of concrete filled steel tubes[J]. Journal of Harbin University, 2000, 33(5): 40-46.

Google Scholar

[4] Wen Yuanyuan, Liu Yangling. Experimental study of the fixed-freely-supported steel pipe concrete under the lateral impact[J]. Building Technology, 2009, 40(11): 1045-1047.

Google Scholar

[5] Hu Xiao, Qian Yongjiu, Duan Jingmin. Comparative study on the earthquake behavior of concrete filled steel tubular structures[J]. Sichuan Building Science, 2009, 35(1): 179-183.

Google Scholar

[6] Hardika M S, Gardner N J. Behavior of concrete-filled hollow structural section beam columns to seismic shear displacements [J]. ACI Structural Journal, 2004, 101(1): 39 ~ 46.

DOI: 10.14359/12996

Google Scholar

[7] Varma A H, Ricles J M, Sause R, Lu L W. Seismic behavior and modeling of high-strength composite concrete-filled steel tube(CFT)beam-columns [J]. Journal of Constructional Steel Research, 2002, 58(5 ~ 8): 725 ~ 758.

DOI: 10.1016/s0143-974x(01)00099-2

Google Scholar

[8] Teng J G,Chen J F,Smith S T,Lam L. FRP-Strengthened RC Structures [M]. John Wiley and Sons Ltd, (2002).

Google Scholar

[9] Ricles J M, Peng S W, Lu L W. Seismic behavior of composite concrete filled steel tube column-wide flange beam moment connections [J]. Journal of Structural Engineering ASCE, 2004, 130(2): 223 ~ 232.

DOI: 10.1061/(asce)0733-9445(2004)130:2(223)

Google Scholar