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    Prediction of Punching Shear Strength of Two-Way Slabs Strengthened Externally with FRP Sheets

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 002
    Author:
    Ahmed Sabry Farghaly
    ,
    Tamon Ueda
    DOI: 10.1061/(ASCE)CC.1943-5614.0000177
    Publisher: American Society of Civil Engineers
    Abstract: Strengthening two-way slabs by using fiber-reinforced polymer (FRP) is experimentally and analytically evaluated. Results show that the punching capacity of two-way slabs can increase to up to 40% greater than that of a reference specimen. A three-dimensional FEM program called
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      Prediction of Punching Shear Strength of Two-Way Slabs Strengthened Externally with FRP Sheets

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57301
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    contributor authorAhmed Sabry Farghaly
    contributor authorTamon Ueda
    date accessioned2017-05-08T21:36:19Z
    date available2017-05-08T21:36:19Z
    date copyrightApril 2011
    date issued2011
    identifier other%28asce%29cc%2E1943-5614%2E0000180.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57301
    description abstractStrengthening two-way slabs by using fiber-reinforced polymer (FRP) is experimentally and analytically evaluated. Results show that the punching capacity of two-way slabs can increase to up to 40% greater than that of a reference specimen. A three-dimensional FEM program called
    publisherAmerican Society of Civil Engineers
    titlePrediction of Punching Shear Strength of Two-Way Slabs Strengthened Externally with FRP Sheets
    typeJournal Paper
    journal volume15
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000177
    treeJournal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 002
    contenttypeFulltext
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