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    Laser-Based Field Measurement for a Bridge Finite-Element Model Validation

    Source: Journal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 005
    Author:
    Kaoshan Dai
    ,
    David Boyajian
    ,
    Wanqiu Liu
    ,
    Shen-En Chen
    ,
    Jeremy Scott
    ,
    Marcus Schmieder
    DOI: 10.1061/(ASCE)CF.1943-5509.0000484
    Publisher: American Society of Civil Engineers
    Abstract: In bridge engineering, laser-based measurement techniques show promise in assisting field tests due to their noncontact features. A case study of using laser-based remote sensing to help collect data during in situ testing for a bridge finite-element (FE) model validation is reported in this paper. The skewed two-span bridge in this study was constructed with nine high performance steel girders in two phases. A three-dimensional (3D) FE model of the bridge superstructure was developed based on the information provided by the design files. Various field tests were performed to validate the model: (1) light detection and ranging (LiDAR) scanning, (2) static truck load tests, and (3) laser Doppler vibrometer testing. The LiDAR scanner collected geometrical information of the actual bridge. It was also used to measure girder deflections during load testing. The fundamental frequency of the bridge vibration was obtained by using a laser Doppler vibrometer (LDV). In situ dynamic and static measurements were compared to the FE model results, thus offering validation of the analytical predictions. Such analysis of the bridge superstructure serves as a baseline for post construction investigations, with important implications especially for the long-term structural health monitoring of the system as a whole.
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      Laser-Based Field Measurement for a Bridge Finite-Element Model Validation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/58084
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    contributor authorKaoshan Dai
    contributor authorDavid Boyajian
    contributor authorWanqiu Liu
    contributor authorShen-En Chen
    contributor authorJeremy Scott
    contributor authorMarcus Schmieder
    date accessioned2017-05-08T21:38:23Z
    date available2017-05-08T21:38:23Z
    date copyrightOctober 2014
    date issued2014
    identifier other%28asce%29cf%2E1943-5509%2E0000490.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58084
    description abstractIn bridge engineering, laser-based measurement techniques show promise in assisting field tests due to their noncontact features. A case study of using laser-based remote sensing to help collect data during in situ testing for a bridge finite-element (FE) model validation is reported in this paper. The skewed two-span bridge in this study was constructed with nine high performance steel girders in two phases. A three-dimensional (3D) FE model of the bridge superstructure was developed based on the information provided by the design files. Various field tests were performed to validate the model: (1) light detection and ranging (LiDAR) scanning, (2) static truck load tests, and (3) laser Doppler vibrometer testing. The LiDAR scanner collected geometrical information of the actual bridge. It was also used to measure girder deflections during load testing. The fundamental frequency of the bridge vibration was obtained by using a laser Doppler vibrometer (LDV). In situ dynamic and static measurements were compared to the FE model results, thus offering validation of the analytical predictions. Such analysis of the bridge superstructure serves as a baseline for post construction investigations, with important implications especially for the long-term structural health monitoring of the system as a whole.
    publisherAmerican Society of Civil Engineers
    titleLaser-Based Field Measurement for a Bridge Finite-Element Model Validation
    typeJournal Paper
    journal volume28
    journal issue5
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000484
    treeJournal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 005
    contenttypeFulltext
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