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    Equivalent Shear Force Method for Detecting the Speed and Axles of Moving Vehicles on Bridges

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 008
    Author:
    Deng Lu;He Wei;Yu Yang;Cai C. S.
    DOI: 10.1061/(ASCE)BE.1943-5592.0001278
    Publisher: American Society of Civil Engineers
    Abstract: Traffic monitoring, particularly on the gross vehicle weight (GVW) and axle weights (AWs) of heavy trucks, provides valuable information for the design and performance evaluation of bridges. Bridge weigh-in-motion (BWIM) is a recently developed technology that uses the bridge as a scale to estimate vehicle weights. For BWIM systems, the acquisition of vehicle speed and axle spacing (AS) is a prerequisite for accurate identification of the AWs and GVW. Traditionally, axle detectors are placed on the road surface to detect vehicle axles. However, axle detectors are not durable due to their exposure to the traffic. Also, their installation and maintenance also cause disruption to the traffic. For these reasons, the concept of the nothing-on-road (NOR) BWIM is proposed. Most existing NOR BWIM systems require additional sensors for axle detection, which limits their applicability. In this paper, a novel equivalent shear force method (ESF) is proposed to identify vehicle speed and AS by using the flexural strain signal acquired from the weighting sensors. Compared with the existing NOR BWIM systems, the proposed method does not require additional sensors for axle detection, making it desirable for commercial BWIM systems. The effectiveness and accuracy of the proposed method are demonstrated through numerical simulations and validated through an experiment using scaled model tests. Parametric studies are also conducted to investigate the effects of various factors on the accuracy of the proposed method.
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      Equivalent Shear Force Method for Detecting the Speed and Axles of Moving Vehicles on Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4248425
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    contributor authorDeng Lu;He Wei;Yu Yang;Cai C. S.
    date accessioned2019-02-26T07:38:16Z
    date available2019-02-26T07:38:16Z
    date issued2018
    identifier other%28ASCE%29BE.1943-5592.0001278.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248425
    description abstractTraffic monitoring, particularly on the gross vehicle weight (GVW) and axle weights (AWs) of heavy trucks, provides valuable information for the design and performance evaluation of bridges. Bridge weigh-in-motion (BWIM) is a recently developed technology that uses the bridge as a scale to estimate vehicle weights. For BWIM systems, the acquisition of vehicle speed and axle spacing (AS) is a prerequisite for accurate identification of the AWs and GVW. Traditionally, axle detectors are placed on the road surface to detect vehicle axles. However, axle detectors are not durable due to their exposure to the traffic. Also, their installation and maintenance also cause disruption to the traffic. For these reasons, the concept of the nothing-on-road (NOR) BWIM is proposed. Most existing NOR BWIM systems require additional sensors for axle detection, which limits their applicability. In this paper, a novel equivalent shear force method (ESF) is proposed to identify vehicle speed and AS by using the flexural strain signal acquired from the weighting sensors. Compared with the existing NOR BWIM systems, the proposed method does not require additional sensors for axle detection, making it desirable for commercial BWIM systems. The effectiveness and accuracy of the proposed method are demonstrated through numerical simulations and validated through an experiment using scaled model tests. Parametric studies are also conducted to investigate the effects of various factors on the accuracy of the proposed method.
    publisherAmerican Society of Civil Engineers
    titleEquivalent Shear Force Method for Detecting the Speed and Axles of Moving Vehicles on Bridges
    typeJournal Paper
    journal volume23
    journal issue8
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0001278
    page4018057
    treeJournal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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