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    Numerical Modeling of Response of CFRP–Concrete Interfaces Subjected to Fatigue Loading 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 005:;page 04021043-1
    Author(s): Wei Zhang; Zhanzhan Tang
    Publisher: ASCE
    Abstract: For interfaces between externally bonded fiber-reinforced polymer (FRP) laminates and concrete, the incremental fatigue analysis for each load cycle using a finite-element (FE) model is exceptionally time-consuming. This ...
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    Assessment of FRP–Concrete Interfacial Debonding with Coupled Mixed-Mode Cohesive Zone Model 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 002:;page 04021002-1
    Author(s): Wei Zhang; Zhanzhan Tang; Yan Yang; Jiangang Wei
    Publisher: ASCE
    Abstract: External bonding (EB) of fiber–reinforced polymer (FRP) laminates has emerged as a popular method to strengthen reinforced concrete (RC) structures. The premature failure of these structures is induced by debonding across ...
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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(s): Wei Zhang; Zhanzhan Tang; Yan Yang; Jiangang Wei; Pospíšil Stanislav
    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 ...
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