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

    Static and Fatigue Tests of Steel-Precast Composite Beam Specimens with Through-Bolt Shear Connectors

    Source: Journal of Bridge Engineering:;2019:;Volume (024):;issue:005
    Author:
    Kyle D. Balkos;Matthew Sjaarda;Jeffrey S. West;Scott Walbridge
    DOI: doi:10.1061/(ASCE)BE.1943-5592.0001382
    Publisher: American Society of Civil Engineers
    Abstract: Increasing demand for the rapid and economical construction of bridges has encouraged engineers to use accelerated bridge construction through modular assembly. Full-depth, precast concrete decks connected to steel girders is one approach where the major components can be fabricated off-site. Currently, welded, headed shear studs are the most common type of shear connectors used in composite bridge construction. A potentially attractive alternative is the use of slip-resistant through-bolt shear connectors. The following paper investigates the static and fatigue performance of such connectors through the testing of three beam specimens. The static test results provide insight on the degree of composite interaction and shear connection achieved and the load-slip behavior for this connection type. The fatigue testing did not result in any connector failures. The fatigue performance of the through-bolt shear connectors far exceeded the expected performance of welded shear studs.
    • Download: (3.460Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Static and Fatigue Tests of Steel-Precast Composite Beam Specimens with Through-Bolt Shear Connectors

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4257200
    Collections
    • Journal of Bridge Engineering

    Show full item record

    contributor authorKyle D. Balkos;Matthew Sjaarda;Jeffrey S. West;Scott Walbridge
    date accessioned2019-06-08T07:25:12Z
    date available2019-06-08T07:25:12Z
    date issued2019
    identifier other%28ASCE%29BE.1943-5592.0001382.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4257200
    description abstractIncreasing demand for the rapid and economical construction of bridges has encouraged engineers to use accelerated bridge construction through modular assembly. Full-depth, precast concrete decks connected to steel girders is one approach where the major components can be fabricated off-site. Currently, welded, headed shear studs are the most common type of shear connectors used in composite bridge construction. A potentially attractive alternative is the use of slip-resistant through-bolt shear connectors. The following paper investigates the static and fatigue performance of such connectors through the testing of three beam specimens. The static test results provide insight on the degree of composite interaction and shear connection achieved and the load-slip behavior for this connection type. The fatigue testing did not result in any connector failures. The fatigue performance of the through-bolt shear connectors far exceeded the expected performance of welded shear studs.
    publisherAmerican Society of Civil Engineers
    titleStatic and Fatigue Tests of Steel-Precast Composite Beam Specimens with Through-Bolt Shear Connectors
    typeJournal Article
    journal volume24
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doidoi:10.1061/(ASCE)BE.1943-5592.0001382
    page04019036
    treeJournal of Bridge Engineering:;2019:;Volume (024):;issue:005
    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