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    CFRP Strengthening for Punching Shear of Interior Slab–Column Connections

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 005
    Author:
    Mohamed H. Sharaf
    ,
    Khaled A. Soudki
    ,
    Michael Van Dusen
    DOI: 10.1061/(ASCE)1090-0268(2006)10:5(410)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental investigation studying the effect of retrofitting interior slab–column connections against punching shear failure with externally bonded carbon fiber reinforced polymer (CFRP) strips. Six full-scale,
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      CFRP Strengthening for Punching Shear of Interior Slab–Column Connections

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54394
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    contributor authorMohamed H. Sharaf
    contributor authorKhaled A. Soudki
    contributor authorMichael Van Dusen
    date accessioned2017-05-08T21:30:54Z
    date available2017-05-08T21:30:54Z
    date copyrightOctober 2006
    date issued2006
    identifier other%28asce%291090-0268%282006%2910%3A5%28410%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54394
    description abstractThis paper presents the results of an experimental investigation studying the effect of retrofitting interior slab–column connections against punching shear failure with externally bonded carbon fiber reinforced polymer (CFRP) strips. Six full-scale,
    publisherAmerican Society of Civil Engineers
    titleCFRP Strengthening for Punching Shear of Interior Slab–Column Connections
    typeJournal Paper
    journal volume10
    journal issue5
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2006)10:5(410)
    treeJournal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 005
    contenttypeFulltext
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