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    Fatigue Behavior of Large-Scale Reinforced Concrete Beams Strengthened in Flexure with Fiber-Reinforced Polymer Laminates

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author:
    Barbara G. Charalambidi
    ,
    Theodoros C. Rousakis
    ,
    Athanasios I. Karabinis
    DOI: 10.1061/(ASCE)CC.1943-5614.0000689
    Publisher: American Society of Civil Engineers
    Abstract: The aim of the present research is the experimental investigation of the response of carbon-fiber-reinforced polymer (CFRP) strengthened reinforced concrete (RC) beams of large scale under fatigue loading. Reinforced concrete beams were cast for this purpose, both with rectangular and T cross-sections, with web dimensions of
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      Fatigue Behavior of Large-Scale Reinforced Concrete Beams Strengthened in Flexure with Fiber-Reinforced Polymer Laminates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83365
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    contributor authorBarbara G. Charalambidi
    contributor authorTheodoros C. Rousakis
    contributor authorAthanasios I. Karabinis
    date accessioned2017-05-08T22:36:03Z
    date available2017-05-08T22:36:03Z
    date copyrightOctober 2016
    date issued2016
    identifier other51475208.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83365
    description abstractThe aim of the present research is the experimental investigation of the response of carbon-fiber-reinforced polymer (CFRP) strengthened reinforced concrete (RC) beams of large scale under fatigue loading. Reinforced concrete beams were cast for this purpose, both with rectangular and T cross-sections, with web dimensions of
    publisherAmerican Society of Civil Engineers
    titleFatigue Behavior of Large-Scale Reinforced Concrete Beams Strengthened in Flexure with Fiber-Reinforced Polymer Laminates
    typeJournal Paper
    journal volume20
    journal issue5
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000689
    treeJournal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    contenttypeFulltext
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