YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Composites for Construction
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Composites for Construction
    • 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

    Experimental Study on CFRP-to-Steel Bonded Interfaces under Quasi-Static Cyclic Loading

    Source: Journal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 004
    Author:
    Y. Doroudi
    ,
    D. Fernando
    ,
    V. T. Nguyen
    ,
    J. P. Torres
    DOI: 10.1061/(ASCE)CC.1943-5614.0000945
    Publisher: American Society of Civil Engineers
    Abstract: Flexural strengthening of steel beams using carbon fiber reinforced polymer (CFRP) laminates has gained popularity within the structural engineering community due to the many advantages it offers over traditional strengthening methods. Such advantages include ease of construction, resistance to corrosion, and minimal disruption to traffic. The interfacial shear stress transfer mechanism of the CFRP-to-steel bonded interface is critical to the performance of flexurally strengthened steel beams using externally bonded CFRP laminates. Many existing studies have investigated the behavior of CFRP-to-steel bonded joints under quasi-static monotonic loading; however, few studies have been carried out on understanding the behavior of such bonded joints under cyclic loading. This paper presents an experimental investigation aimed at understanding the behavior of CFRP-to-steel bonded joints under quasi-static cyclic loading. The experimental study presented consists of nine single shear pull-off tests of FRP-to-steel bonded joints, covering three different bond thicknesses and both quasi-static monotonic and quasi-static cyclic loading. The results are discussed in terms of their failure mode, load-displacement behavior, CFRP plate axial strain distribution, interfacial shear stress distribution, and bond-slip behavior.
    • Download: (4.479Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Experimental Study on CFRP-to-Steel Bonded Interfaces under Quasi-Static Cyclic Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4259713
    Collections
    • Journal of Composites for Construction

    Show full item record

    contributor authorY. Doroudi
    contributor authorD. Fernando
    contributor authorV. T. Nguyen
    contributor authorJ. P. Torres
    date accessioned2019-09-18T10:38:32Z
    date available2019-09-18T10:38:32Z
    date issued2019
    identifier other%28ASCE%29CC.1943-5614.0000945.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259713
    description abstractFlexural strengthening of steel beams using carbon fiber reinforced polymer (CFRP) laminates has gained popularity within the structural engineering community due to the many advantages it offers over traditional strengthening methods. Such advantages include ease of construction, resistance to corrosion, and minimal disruption to traffic. The interfacial shear stress transfer mechanism of the CFRP-to-steel bonded interface is critical to the performance of flexurally strengthened steel beams using externally bonded CFRP laminates. Many existing studies have investigated the behavior of CFRP-to-steel bonded joints under quasi-static monotonic loading; however, few studies have been carried out on understanding the behavior of such bonded joints under cyclic loading. This paper presents an experimental investigation aimed at understanding the behavior of CFRP-to-steel bonded joints under quasi-static cyclic loading. The experimental study presented consists of nine single shear pull-off tests of FRP-to-steel bonded joints, covering three different bond thicknesses and both quasi-static monotonic and quasi-static cyclic loading. The results are discussed in terms of their failure mode, load-displacement behavior, CFRP plate axial strain distribution, interfacial shear stress distribution, and bond-slip behavior.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study on CFRP-to-Steel Bonded Interfaces under Quasi-Static Cyclic Loading
    typeJournal Paper
    journal volume23
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000945
    page04019023
    treeJournal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 004
    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