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    Mixed-Mode Debonding Behavior between CFRP Plates and Concrete under Fatigue Loading

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 005::page 04021055-1
    Author:
    Wei Zhang
    ,
    Zhanzhan Tang
    ,
    Yan Yang
    ,
    Jiangang Wei
    ,
    Pospíšil Stanislav
    DOI: 10.1061/(ASCE)ST.1943-541X.0003032
    Publisher: ASCE
    Abstract: The cohesive zone model (CZM), which is capable of simulating the behavior of adhesively bonded joints subjected to static and fatigue loading, is widely accepted. In this study, fatigue peeling/shear of RC with externally bonded (EB) carbon fiber–reinforced polymer (CFRP) laminates under the mixed-mode implementation of the CZM is proposed. The procedure has been implemented in commercial software by programming the appropriate software-embedded subroutines. The main advantage of the proposed CZM is the use of coupled mixed-mode damage (shear-peeling), accounting for cumulative damage resulting from fatigue loading. Two-dimensional numerical simulations of the innovative double-lap-shear bonding test were performed by the proposed CZM. The excellent agreement between the simulated results and the experimental results are verified, and the good performance of the method as a predictive tool is demonstrated. Moreover, the peeling/shear propagation during loading can be effectively predicted.
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      Mixed-Mode Debonding Behavior between CFRP Plates and Concrete under Fatigue Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4270407
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    • Journal of Structural Engineering

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    contributor authorWei Zhang
    contributor authorZhanzhan Tang
    contributor authorYan Yang
    contributor authorJiangang Wei
    contributor authorPospíšil Stanislav
    date accessioned2022-01-31T23:49:12Z
    date available2022-01-31T23:49:12Z
    date issued5/1/2021
    identifier other%28ASCE%29ST.1943-541X.0003032.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270407
    description abstractThe cohesive zone model (CZM), which is capable of simulating the behavior of adhesively bonded joints subjected to static and fatigue loading, is widely accepted. In this study, fatigue peeling/shear of RC with externally bonded (EB) carbon fiber–reinforced polymer (CFRP) laminates under the mixed-mode implementation of the CZM is proposed. The procedure has been implemented in commercial software by programming the appropriate software-embedded subroutines. The main advantage of the proposed CZM is the use of coupled mixed-mode damage (shear-peeling), accounting for cumulative damage resulting from fatigue loading. Two-dimensional numerical simulations of the innovative double-lap-shear bonding test were performed by the proposed CZM. The excellent agreement between the simulated results and the experimental results are verified, and the good performance of the method as a predictive tool is demonstrated. Moreover, the peeling/shear propagation during loading can be effectively predicted.
    publisherASCE
    titleMixed-Mode Debonding Behavior between CFRP Plates and Concrete under Fatigue Loading
    typeJournal Paper
    journal volume147
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003032
    journal fristpage04021055-1
    journal lastpage04021055-18
    page18
    treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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