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    CFRP Repair of Steel Beams with Various Initial Crack Configurations

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 006
    Author:
    Amer Hmidan
    ,
    Yail J. Kim
    ,
    Siamak Yazdani
    DOI: 10.1061/(ASCE)CC.1943-5614.0000223
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental program to study the behavior of notched steel beams repaired with carbon-fiber-reinforced polymer (CFRP) sheets. Particular attention is paid to examining the interaction between the level of initial damage (i.e., notch depth) and CFRP repair. Multiple stages of fatigue-crack-propagation in a steel beam are simulated by various notch sizes, including
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      CFRP Repair of Steel Beams with Various Initial Crack Configurations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57350
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    contributor authorAmer Hmidan
    contributor authorYail J. Kim
    contributor authorSiamak Yazdani
    date accessioned2017-05-08T21:36:25Z
    date available2017-05-08T21:36:25Z
    date copyrightDecember 2011
    date issued2011
    identifier other%28asce%29cc%2E1943-5614%2E0000226.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57350
    description abstractThis paper presents an experimental program to study the behavior of notched steel beams repaired with carbon-fiber-reinforced polymer (CFRP) sheets. Particular attention is paid to examining the interaction between the level of initial damage (i.e., notch depth) and CFRP repair. Multiple stages of fatigue-crack-propagation in a steel beam are simulated by various notch sizes, including
    publisherAmerican Society of Civil Engineers
    titleCFRP Repair of Steel Beams with Various Initial Crack Configurations
    typeJournal Paper
    journal volume15
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000223
    treeJournal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 006
    contenttypeFulltext
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