Coupled Vibration Analysis of Vehicle-Bridge System for Jinsha River Bridge

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Numerical simulation model to analyze the coupling vibration between vehicle and bridge established in this paper, upon the engineering background of Jinsha River Bridge. The finite element commercial software, ANSYS, is employed to set up the dynamic analysis model and to compute its natural vibration characteristics. Then CRH3 special refined model is built with SIMPACK, a multi-body dynamics commercial software. Considering the factors like track-rail irregularity, the dynamic performance of bridge and driving comfort level are obtained. The analysis results of coupled vibration demonstrate that bridge bears sufficient stiffness due to its satisfying vibration performance; the safety in operation of vehicle meets the requirement with the comfort index of "good". All the results not only provide reference for design, but also work as the theoretical basis for future design of similar bridges. The paper is deemed a s evidence of the priority of bridge-vehicle model by finite element method and multi-body dynamics method. The process of modeling turns to be stylized, which avoids the unnecessary programming for individual project.

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1194-1198

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] LI Xiaozhen, QIANG Shizhong. Vehicle-bridge dynamic analysis for long span highway and railway bi-purpose cable-stayed bridge[J]. Journal of Vibration and Shock, 2003, 22(1): 6-26.

DOI: 10.4028/www.scientific.net/amm.361-363.1223

Google Scholar

[2] CUI Shengai, ZHU Bing. Coupling Vibration Simulation of Long-span Continuous Beam Bridge on Passenger Dedicated Railway[J]. Journal of Southwest Jiaotong University, 2009, 44(1).

Google Scholar

[3] Luo Hao, Guo Xiangrong. Coupled vibration analysis between a long-span X-style arch bridge and a train [J]. Journal of Vibration and Shock, 2008, 27(2): 147-149, 165.

Google Scholar

[4] MIU Bingrong, ZHANG Weihua, XIAO Shoune, et al. Carbody fatigue life simulation based on multibody dynamics and FEM[J]. Journal of The China Railway Society, 2007, 29(4): 38-42.

Google Scholar

[5] MIU Bingrong, XIAO Shoune, JIN Dingchang. Research on modeling and analysis of a complex multibody system by using simpack [J]. Mechanical science and technology, 2006, 25(7): 813-816.

Google Scholar

[6] Fryba L, Dynamic interaction of vehicle with tracks and roads [J]. Vehicle System Dynamics. 1987, 16(3): 129-138.

DOI: 10.1080/00423118708968874

Google Scholar

[7] CUI Shengai, ZHU Bing, BAI Fengtao, LI Chao. Coupled Vibration Analysis of Vehicle-Bridge System for Crossing-Channel Cabled-Stayed Bridge Scheme over Qiongzhou Strait[J]. Journal of vibration and shock. 2011, 30(5): 106-111.

Google Scholar

[8] HAN Xing, Study of Vehicle-Bridge Coupled Vibration of Jinsha River Bridge[D]. Chengdu, Sichuan: Southwest Jiaotong Universty, (2011).

Google Scholar