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    Retrofitting of Deficient RC Cantilever Slabs Using GFRP Strips

    Source: Journal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 002
    Author:
    J. G. Teng
    ,
    L. Lam
    ,
    W. Chan
    ,
    J. Wang
    DOI: 10.1061/(ASCE)1090-0268(2000)4:2(75)
    Publisher: American Society of Civil Engineers
    Abstract: Despite many studies on beams and slabs strengthened using fiber-reinforced plastic (FRP) plates, no study has been reported on the strengthening of RC cantilever slabs (e.g., canopies and balconies) using FRP materials. This paper presents the results of an experimental study of the feasibility of strengthening deficient RC cantilever slabs by bonding glass FRP (GFRP) strips/sheets on the top surface (the tension side). As the key to the success of this strengthening method is a proper way of anchoring the GFRP strips into the supporting wall and the slab, the effectiveness of different anchorage systems was the focus of the experiments. Based on the test results, a simple and effective method is identified in which the GFRP strips are anchored into the walls through horizontal slots and onto the slab using fiber anchors.
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      Retrofitting of Deficient RC Cantilever Slabs Using GFRP Strips

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54057
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    contributor authorJ. G. Teng
    contributor authorL. Lam
    contributor authorW. Chan
    contributor authorJ. Wang
    date accessioned2017-05-08T21:30:23Z
    date available2017-05-08T21:30:23Z
    date copyrightMay 2000
    date issued2000
    identifier other%28asce%291090-0268%282000%294%3A2%2875%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54057
    description abstractDespite many studies on beams and slabs strengthened using fiber-reinforced plastic (FRP) plates, no study has been reported on the strengthening of RC cantilever slabs (e.g., canopies and balconies) using FRP materials. This paper presents the results of an experimental study of the feasibility of strengthening deficient RC cantilever slabs by bonding glass FRP (GFRP) strips/sheets on the top surface (the tension side). As the key to the success of this strengthening method is a proper way of anchoring the GFRP strips into the supporting wall and the slab, the effectiveness of different anchorage systems was the focus of the experiments. Based on the test results, a simple and effective method is identified in which the GFRP strips are anchored into the walls through horizontal slots and onto the slab using fiber anchors.
    publisherAmerican Society of Civil Engineers
    titleRetrofitting of Deficient RC Cantilever Slabs Using GFRP Strips
    typeJournal Paper
    journal volume4
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2000)4:2(75)
    treeJournal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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