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    Mechanically Fastened FRP-Strengthened Two-Way Concrete Slabs with and without Cutouts

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 003
    Author:
    Walid E. Elsayed
    ,
    Usama A. Ebead
    ,
    Kenneth W. Neale
    DOI: 10.1061/(ASCE)CC.1943-5614.0000004
    Publisher: American Society of Civil Engineers
    Abstract: The feasibility of strengthening concrete slabs in flexure, with and without cutouts, using the mechanically fastened (MF) FRP technique is investigated. Two series of large-scale reinforced concrete slabs are tested. The first series is comprised of five slabs without a cutout, and measuring
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      Mechanically Fastened FRP-Strengthened Two-Way Concrete Slabs with and without Cutouts

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57128
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    contributor authorWalid E. Elsayed
    contributor authorUsama A. Ebead
    contributor authorKenneth W. Neale
    date accessioned2017-05-08T21:36:02Z
    date available2017-05-08T21:36:02Z
    date copyrightJune 2009
    date issued2009
    identifier other%28asce%29cc%2E1943-5614%2E0000007.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57128
    description abstractThe feasibility of strengthening concrete slabs in flexure, with and without cutouts, using the mechanically fastened (MF) FRP technique is investigated. Two series of large-scale reinforced concrete slabs are tested. The first series is comprised of five slabs without a cutout, and measuring
    publisherAmerican Society of Civil Engineers
    titleMechanically Fastened FRP-Strengthened Two-Way Concrete Slabs with and without Cutouts
    typeJournal Paper
    journal volume13
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000004
    treeJournal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 003
    contenttypeFulltext
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