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    Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 001::page 04023102-1
    Author:
    Yun-Tao Wei
    ,
    Ting-Hua Yi
    ,
    Dong-Hui Yang
    ,
    Chong Li
    ,
    Qiang Han
    DOI: 10.1061/JBENF2.BEENG-6256
    Publisher: ASCE
    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.
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      Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4297263
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    • Journal of Bridge Engineering

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    contributor authorYun-Tao Wei
    contributor authorTing-Hua Yi
    contributor authorDong-Hui Yang
    contributor authorChong Li
    contributor authorQiang Han
    date accessioned2024-04-27T22:41:19Z
    date available2024-04-27T22:41:19Z
    date issued2024/01/01
    identifier other10.1061-JBENF2.BEENG-6256.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297263
    description abstractSliding 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.
    publisherASCE
    titleWear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges
    typeJournal Article
    journal volume29
    journal issue1
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-6256
    journal fristpage04023102-1
    journal lastpage04023102-10
    page10
    treeJournal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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