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    Measurement of Truck Axle Weights by Instrumenting Longitudinal Ribs of Orthotropic Bridge

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 005
    Author:
    Zhi-Gang Xiao
    ,
    Kentaro Yamada
    ,
    Jirou Inoue
    ,
    Kouta Yamaguchi
    DOI: 10.1061/(ASCE)1084-0702(2006)11:5(526)
    Publisher: American Society of Civil Engineers
    Abstract: The longitudinal ribs of an orthotropic box-girder bridge were instrumented to measure axle weights of trucks. The bending stress in the longitudinal rib is composed of a girder component, i.e., the flexural stress due to the rib’s function as part of the box-girder’s upper flange in carrying vehicles, and a rib component, i.e., the part of stress produced in the rib when it is viewed as a continuous beam supporting wheel loads. The instrumentation locations were set close to the middle support of the two-span continuous bridge to reduce girder component and impact effect. All possible wheel-supporting ribs inside the box girder were instrumented to cover most transverse locations of truck wheels. Deviating passes as well as central passes were carried out for each traffic lane in calibration tests to catch maximum stress response. The results of the calibration tests were used to solve the influence lines of the girder component and rib component at each strain gauge. With these influence lines, the rib component was separated from girder one in the stress waves of the
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      Measurement of Truck Axle Weights by Instrumenting Longitudinal Ribs of Orthotropic Bridge

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/50948
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    • Journal of Bridge Engineering

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    contributor authorZhi-Gang Xiao
    contributor authorKentaro Yamada
    contributor authorJirou Inoue
    contributor authorKouta Yamaguchi
    date accessioned2017-05-08T21:25:31Z
    date available2017-05-08T21:25:31Z
    date copyrightSeptember 2006
    date issued2006
    identifier other%28asce%291084-0702%282006%2911%3A5%28526%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50948
    description abstractThe longitudinal ribs of an orthotropic box-girder bridge were instrumented to measure axle weights of trucks. The bending stress in the longitudinal rib is composed of a girder component, i.e., the flexural stress due to the rib’s function as part of the box-girder’s upper flange in carrying vehicles, and a rib component, i.e., the part of stress produced in the rib when it is viewed as a continuous beam supporting wheel loads. The instrumentation locations were set close to the middle support of the two-span continuous bridge to reduce girder component and impact effect. All possible wheel-supporting ribs inside the box girder were instrumented to cover most transverse locations of truck wheels. Deviating passes as well as central passes were carried out for each traffic lane in calibration tests to catch maximum stress response. The results of the calibration tests were used to solve the influence lines of the girder component and rib component at each strain gauge. With these influence lines, the rib component was separated from girder one in the stress waves of the
    publisherAmerican Society of Civil Engineers
    titleMeasurement of Truck Axle Weights by Instrumenting Longitudinal Ribs of Orthotropic Bridge
    typeJournal Paper
    journal volume11
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2006)11:5(526)
    treeJournal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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