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考虑车辆过缝的车-桥耦合振动分析方法

Translated title of the contribution: Vehicle-bridge coupling vibration analysis method considering vehicle passing expansion joint
  • Weibing Xu
  • , Bo Wang
  • , Jin Wang
  • , Yanjiang Chen
  • , Junyan Liu
  • , Jianling Hou
  • , Yan Li
  • , Xiaomin Huang
  • Beijing University of Technology
  • School of Transportation Science and Engineering, Harbin Institute of Technology
  • Kunming University of Science and Technology

Research output: Contribution to journalArticlepeer-review

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.

Translated title of the contributionVehicle-bridge coupling vibration analysis method considering vehicle passing expansion joint
Original languageChinese (Traditional)
Pages (from-to)212-221
Number of pages10
JournalDongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition)
Volume52
Issue number2
DOIs
StatePublished - 20 Mar 2022
Externally publishedYes

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