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    Nonlinear Semianalytical Prediction of Debonding at the FRP–Generic Material Interface with Mechanical End Anchorages

    Source: Journal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 004::page 04023036-1
    Author:
    Zhenzhen Wang
    ,
    Zhi Zhou
    ,
    Wanqiu Liu
    ,
    Yung William Sasy Chan
    ,
    Jinping Ou
    DOI: 10.1061/JCCOF2.CCENG-3968
    Publisher: ASCE
    Abstract: The full-range debonding process of a fiber-reinforced polymer (FRP)–generic material substrate interface with mechanical end anchorages requires a better understanding. In this study, we developed a nonlinear semianalytical model based on a cohesive crack model to predict the full-range debonding process of such an interface in a single-shear mode, considering the relatively deformed region in the interface as a cohesive zone. Specifically, we produced a double exponential bond–slip constitutive model with residual bonding shear stress and boundary conditions of slip constraints at both anchoring ends. Implicit solutions for the relative slips, bonding shear stresses, and axial forces in the FRP along the bond length, as well as the load–slip responses at the loading end and effective bond length, were obtained using the Chebyshev polynomial approximation strategy. The accuracy of the proposed model was verified using experimental results available in the literature. Then, the evolution of full-range interfacial bonding behavior and load–slip responses for different bond lengths was discussed. Finally, a parametric study highlighting the effect of geometry and material properties on the load–slip response at the loading end was presented.
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      Nonlinear Semianalytical Prediction of Debonding at the FRP–Generic Material Interface with Mechanical End Anchorages

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293374
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    contributor authorZhenzhen Wang
    contributor authorZhi Zhou
    contributor authorWanqiu Liu
    contributor authorYung William Sasy Chan
    contributor authorJinping Ou
    date accessioned2023-11-27T23:11:46Z
    date available2023-11-27T23:11:46Z
    date issued8/1/2023 12:00:00 AM
    date issued2023-08-01
    identifier otherJCCOF2.CCENG-3968.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293374
    description abstractThe full-range debonding process of a fiber-reinforced polymer (FRP)–generic material substrate interface with mechanical end anchorages requires a better understanding. In this study, we developed a nonlinear semianalytical model based on a cohesive crack model to predict the full-range debonding process of such an interface in a single-shear mode, considering the relatively deformed region in the interface as a cohesive zone. Specifically, we produced a double exponential bond–slip constitutive model with residual bonding shear stress and boundary conditions of slip constraints at both anchoring ends. Implicit solutions for the relative slips, bonding shear stresses, and axial forces in the FRP along the bond length, as well as the load–slip responses at the loading end and effective bond length, were obtained using the Chebyshev polynomial approximation strategy. The accuracy of the proposed model was verified using experimental results available in the literature. Then, the evolution of full-range interfacial bonding behavior and load–slip responses for different bond lengths was discussed. Finally, a parametric study highlighting the effect of geometry and material properties on the load–slip response at the loading end was presented.
    publisherASCE
    titleNonlinear Semianalytical Prediction of Debonding at the FRP–Generic Material Interface with Mechanical End Anchorages
    typeJournal Article
    journal volume27
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-3968
    journal fristpage04023036-1
    journal lastpage04023036-20
    page20
    treeJournal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 004
    contenttypeFulltext
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