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    CZM-Based Debonding Simulation of Cracked Beams Strengthened by FRP Sheets

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 002
    Author:
    Rongqiao Xu
    ,
    Cheng Liu
    DOI: 10.1061/(ASCE)EM.1943-7889.0000315
    Publisher: American Society of Civil Engineers
    Abstract: This paper uses the transfer matrix method (TMM) to analyze the interfacial behavior of a fiber-reinforced polymer (FRP)–plated beam with flexural cracks. The adhesive layer between the beam and the FRP sheet is simulated by the cohesive zone model (CZM) of a general interfacial bond-slip law. The flexural cracks are modeled by rotational springs whose rigidity is dependent on the relative depth of the cracks. The transfer matrix of the FRP-plated beam is then derived, and the joint coupling matrix (JCM) method is introduced to solve the stress resultants, displacements, interfacial shear stress, and axial force of the FRP sheet. Finally, some numerical examples are given, and the results are compared with the available analytical solutions to validate the present method.
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      CZM-Based Debonding Simulation of Cracked Beams Strengthened by FRP Sheets

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    http://yetl.yabesh.ir/yetl1/handle/yetl/60783
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    contributor authorRongqiao Xu
    contributor authorCheng Liu
    date accessioned2017-05-08T21:43:39Z
    date available2017-05-08T21:43:39Z
    date copyrightFebruary 2012
    date issued2012
    identifier other%28asce%29em%2E1943-7889%2E0000324.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60783
    description abstractThis paper uses the transfer matrix method (TMM) to analyze the interfacial behavior of a fiber-reinforced polymer (FRP)–plated beam with flexural cracks. The adhesive layer between the beam and the FRP sheet is simulated by the cohesive zone model (CZM) of a general interfacial bond-slip law. The flexural cracks are modeled by rotational springs whose rigidity is dependent on the relative depth of the cracks. The transfer matrix of the FRP-plated beam is then derived, and the joint coupling matrix (JCM) method is introduced to solve the stress resultants, displacements, interfacial shear stress, and axial force of the FRP sheet. Finally, some numerical examples are given, and the results are compared with the available analytical solutions to validate the present method.
    publisherAmerican Society of Civil Engineers
    titleCZM-Based Debonding Simulation of Cracked Beams Strengthened by FRP Sheets
    typeJournal Paper
    journal volume138
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000315
    treeJournal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 002
    contenttypeFulltext
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