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Author:

Wei, Yun-Tao (Wei, Yun-Tao.) | Yi, Ting-Hua (Yi, Ting-Hua.) | Yang, Dong-Hui (Yang, Dong-Hui.) | Li, Chong (Li, Chong.) | Han, Qiang (Han, Qiang.) (Scholars:韩强)

Indexed by:

Scopus SCIE

Abstract:

Sliding bearings are a key component of bridges, and their normal performance is an important prerequisite to ensure traffic safety. To solve the problem wherein a single type of sensor has difficulty in effectively predicting the wear life of sliding bearings, this paper proposes a method to predict the sliding bearing wear life using the multitype monitoring data of the bridge. This method uses the vertical acceleration data of the girder with high sampling frequency to calculate the bearing cumulative dynamic displacement under vehicle load and then processes the data collected by the longitudinal displacement gauge with low sampling frequency to extract the bearing cumulative static displacement under the effect of temperature. Next, the daily bearing cumulative displacement calculated by adding them is taken as the evaluation index, and the sliding bearing wear life is predicted based on the reliability analysis. Finally, the proposed method is verified by a numerical example of vehicle-bridge interaction and real bridge monitoring data. The obtained results show that the proposed method can be used to estimate the bearing cumulative displacement with high accuracy and can effectively predict the wear life of sliding bearings. The prediction results can provide an important reference for bridge evaluation.

Keyword:

Bridge bearing Bridge health monitoring Acceleration response Wear life prediction Bearing cumulative displacement

Author Community:

  • [ 1 ] [Wei, Yun-Tao]Dalian Univ Technol, Sch Civil Engn, Dalian 116023, Peoples R China
  • [ 2 ] [Yi, Ting-Hua]Dalian Univ Technol, Sch Civil Engn, Dalian 116023, Peoples R China
  • [ 3 ] [Yang, Dong-Hui]Dalian Univ Technol, Sch Civil Engn, Dalian 116023, Peoples R China
  • [ 4 ] [Yi, Ting-Hua]Beijing Univ Civil Engn & Architecture, Sch Civil & Transportat Engn, Beijing 102616, Peoples R China
  • [ 5 ] [Li, Chong]CCCC Highway Bridges Natl Engn Res Ctr Co Ltd, Beijing 100120, Peoples R China
  • [ 6 ] [Han, Qiang]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Yi, Ting-Hua]Dalian Univ Technol, Sch Civil Engn, Dalian 116023, Peoples R China;;[Yi, Ting-Hua]Beijing Univ Civil Engn & Architecture, Sch Civil & Transportat Engn, Beijing 102616, Peoples R China;;

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Source :

JOURNAL OF BRIDGE ENGINEERING

ISSN: 1084-0702

Year: 2024

Issue: 1

Volume: 29

3 . 6 0 0

JCR@2022

Cited Count:

WoS CC Cited Count: 3

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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