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    Flexural Stiffness and Strength of GFRP-Reinforced Timber Beams

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 003
    Author:
    Hanan Alhayek
    ,
    Dagmar Svecova
    DOI: 10.1061/(ASCE)CC.1943-5614.0000261
    Publisher: American Society of Civil Engineers
    Abstract: An experimental program was conducted at the University of Manitoba to test salvaged timber stringers strengthened with glass fiber-reinforced polymer (GFRP) laminates. A total of 20 creosote-treated Douglas Fir beams with dimensions of
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      Flexural Stiffness and Strength of GFRP-Reinforced Timber Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57392
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    contributor authorHanan Alhayek
    contributor authorDagmar Svecova
    date accessioned2017-05-08T21:36:28Z
    date available2017-05-08T21:36:28Z
    date copyrightJune 2012
    date issued2012
    identifier other%28asce%29cc%2E1943-5614%2E0000264.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57392
    description abstractAn experimental program was conducted at the University of Manitoba to test salvaged timber stringers strengthened with glass fiber-reinforced polymer (GFRP) laminates. A total of 20 creosote-treated Douglas Fir beams with dimensions of
    publisherAmerican Society of Civil Engineers
    titleFlexural Stiffness and Strength of GFRP-Reinforced Timber Beams
    typeJournal Paper
    journal volume16
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000261
    treeJournal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 003
    contenttypeFulltext
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