YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Bridge Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Bridge Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Vision-Based Large-Field Measurements of Bridge Deformations

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 011::page 04023075-1
    Author:
    Shima Rajaei
    ,
    Graham Hogsett
    ,
    Biswash Chapagain
    ,
    Suman Banjade
    ,
    Wassim Ghannoum
    DOI: 10.1061/JBENF2.BEENG-5973
    Publisher: ASCE
    Abstract: A high-resolution digital image correlation (DIC) system was developed for monitoring bridge deformations under load testing. Significant advantages of the new system compared with contact-instrument based systems include its relative low cost, ease of operation, speed of setup, ability to monitor any point over a large field of view in a single setup, and its relatively high accuracy. The civil infrastructure vision (CIV) system consists of two high-resolution low-noise digital cameras and a DIC software coded by the authors. It can track the three-dimensional (3D) spatial movement of any visible target on the surface of a bridge to a resolution on the order of 1/40th of a millimeter (1/1,000th of an inch), even when the cameras are over 30 m (100 ft) away from the bridge. The accuracy of the CIV system is quantified using certified gage blocks over the full measurement volume encompassing sight distances between 12.2 m (40 ft) and 33.5 m (110 ft). System accuracy is further validated through two field studies by comparing deflection measurements obtained using the system with those obtained by displacement transducers attached to the underside of bridges. In Field Study 1, a multigirder steel bridge was monitored during applied truck loading using traditional instrumentation and the CIV system. In Field Study 2, a multicell concrete culvert was monitored under truck loading. In both field studies, the deflection readings obtained by the CIV system were comparable to those obtained from traditional instruments.
    • Download: (2.511Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Vision-Based Large-Field Measurements of Bridge Deformations

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4293321
    Collections
    • Journal of Bridge Engineering

    Show full item record

    contributor authorShima Rajaei
    contributor authorGraham Hogsett
    contributor authorBiswash Chapagain
    contributor authorSuman Banjade
    contributor authorWassim Ghannoum
    date accessioned2023-11-27T23:08:20Z
    date available2023-11-27T23:08:20Z
    date issued11/1/2023 12:00:00 AM
    date issued2023-11-01
    identifier otherJBENF2.BEENG-5973.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293321
    description abstractA high-resolution digital image correlation (DIC) system was developed for monitoring bridge deformations under load testing. Significant advantages of the new system compared with contact-instrument based systems include its relative low cost, ease of operation, speed of setup, ability to monitor any point over a large field of view in a single setup, and its relatively high accuracy. The civil infrastructure vision (CIV) system consists of two high-resolution low-noise digital cameras and a DIC software coded by the authors. It can track the three-dimensional (3D) spatial movement of any visible target on the surface of a bridge to a resolution on the order of 1/40th of a millimeter (1/1,000th of an inch), even when the cameras are over 30 m (100 ft) away from the bridge. The accuracy of the CIV system is quantified using certified gage blocks over the full measurement volume encompassing sight distances between 12.2 m (40 ft) and 33.5 m (110 ft). System accuracy is further validated through two field studies by comparing deflection measurements obtained using the system with those obtained by displacement transducers attached to the underside of bridges. In Field Study 1, a multigirder steel bridge was monitored during applied truck loading using traditional instrumentation and the CIV system. In Field Study 2, a multicell concrete culvert was monitored under truck loading. In both field studies, the deflection readings obtained by the CIV system were comparable to those obtained from traditional instruments.
    publisherASCE
    titleVision-Based Large-Field Measurements of Bridge Deformations
    typeJournal Article
    journal volume28
    journal issue11
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-5973
    journal fristpage04023075-1
    journal lastpage04023075-12
    page12
    treeJournal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 011
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian