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Author:

Xu, Weibing (Xu, Weibing.) | Wang, Bo (Wang, Bo.) | Wang, Jin (Wang, Jin.) | Chen, Yanjiang (Chen, Yanjiang.) | Liu, Junyan (Liu, Junyan.) | Hou, Jianling (Hou, Jianling.) | Li, Yan (Li, Yan.) | Huang, Xiaomin (Huang, Xiaomin.)

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EI Scopus

Abstract:

To consider the influence of expansion joint parameters on the vehicle-bridge coupling dynamic response, the equivalent contact force and displacement models were proposed by analyzing the process of wheel passing through the joint. The vehicle-bridge coupling dynamic response analysis model considering the impact of expansion joint parameters was established by the local mode extraction method and the modal synthesis method. Based on the Matlab platform, the analysis procedure of vehicle-bridge coupling vibration considering vehicle passing expansion joint and the numerical calculation method were constructed. The vehicle-bridge coupling dynamic response analysis method considering the expansion joint parameters was verified by the field-testing results of a simple-supported-to-continuous girder bridge. The results show that the errors between the numerical results and the field-testing results of the peak values of the acceleration and displacement response of the expansion joints and the main beam are within 7%, indicating that the proposed analysis method can be used to analyze the vehicle-bridge coupling dynamic response considering the impact of expansion joint parameters. © 2022, Editorial Department of Journal of Southeast University. All right reserved.

Keyword:

Dynamic response Vehicles Expansion joints Vibration analysis Numerical methods Modal analysis

Author Community:

  • [ 1 ] [Xu, Weibing]Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wang, Bo]Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Wang, Jin]Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Chen, Yanjiang]Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Liu, Junyan]Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Hou, Jianling]Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Li, Yan]School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin; 150090, China
  • [ 8 ] [Huang, Xiaomin]Architectural and Civil Engineering Institute, Kunming University of Science and Technology, Kunming; 650031, China

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Source :

Journal of Southeast University (Natural Science Edition)

ISSN: 1001-0505

Year: 2022

Issue: 2

Volume: 52

Page: 212-221

Cited Count:

WoS CC Cited Count: 37

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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