Degradation of Interfacial Bond for FRPs Near-Surface Mounted to Concrete Under Fatigue: An Analytical Approach

In this study, an analytical model was developed for the local bond degradation behavior between a near-surface mounted (NSM) fiber-reinforced polymer (FRP) and concrete under fatigue loading. A trilinear local bond stress–slip relationship was adopted to characterize the fundamental bond behavior a...

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Main Authors: Xun Wang, Lijuan Cheng
Format: Article
Language:English
Published: MDPI AG 2025-01-01
Series:Fibers
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Online Access:https://www.mdpi.com/2079-6439/13/1/9
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author Xun Wang
Lijuan Cheng
author_facet Xun Wang
Lijuan Cheng
author_sort Xun Wang
collection DOAJ
description In this study, an analytical model was developed for the local bond degradation behavior between a near-surface mounted (NSM) fiber-reinforced polymer (FRP) and concrete under fatigue loading. A trilinear local bond stress–slip relationship was adopted to characterize the fundamental bond behavior at the FRP-epoxy-concrete interface at different stages of elastic, softening and debonding. A series of post-fatigue direct pull-out tests (DPTs) of NSM FRP-bonded concrete blocks was conducted to provide the local bond degradation laws for the analytical model. The bond region was discretized into finite elements to include the effect of bond degradation to different extents, and a closed-form solution was derived by virtue of appropriate boundary conditions in each fatigue cycle. The model is capable of predicting the FRP strain distribution, local bond stress distribution and relative slip development at a targeted number of fatigue cycles. The reliability of the analytical model was confirmed by experimental data, and its sensitivity to various parameters such as local bond strength, the residual bond strength ratio and Young’s modulus of FRP reinforcement was also assessed in this study.
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spelling doaj-art-e29ffd040b934cc4a32554639678a5362025-01-24T13:32:13ZengMDPI AGFibers2079-64392025-01-01131910.3390/fib13010009Degradation of Interfacial Bond for FRPs Near-Surface Mounted to Concrete Under Fatigue: An Analytical ApproachXun Wang0Lijuan Cheng1CHEC USA Inc., San Ramon, CA 94583, USADepartment of Civil and Environmental Engineering, University of California-Davis, One Shields Ave., Davis, CA 95616, USAIn this study, an analytical model was developed for the local bond degradation behavior between a near-surface mounted (NSM) fiber-reinforced polymer (FRP) and concrete under fatigue loading. A trilinear local bond stress–slip relationship was adopted to characterize the fundamental bond behavior at the FRP-epoxy-concrete interface at different stages of elastic, softening and debonding. A series of post-fatigue direct pull-out tests (DPTs) of NSM FRP-bonded concrete blocks was conducted to provide the local bond degradation laws for the analytical model. The bond region was discretized into finite elements to include the effect of bond degradation to different extents, and a closed-form solution was derived by virtue of appropriate boundary conditions in each fatigue cycle. The model is capable of predicting the FRP strain distribution, local bond stress distribution and relative slip development at a targeted number of fatigue cycles. The reliability of the analytical model was confirmed by experimental data, and its sensitivity to various parameters such as local bond strength, the residual bond strength ratio and Young’s modulus of FRP reinforcement was also assessed in this study.https://www.mdpi.com/2079-6439/13/1/9polymer matrix composites (PMCs)fatiguefiber/matrix bondanalytical modelingnear-surface mounted (NSM)
spellingShingle Xun Wang
Lijuan Cheng
Degradation of Interfacial Bond for FRPs Near-Surface Mounted to Concrete Under Fatigue: An Analytical Approach
Fibers
polymer matrix composites (PMCs)
fatigue
fiber/matrix bond
analytical modeling
near-surface mounted (NSM)
title Degradation of Interfacial Bond for FRPs Near-Surface Mounted to Concrete Under Fatigue: An Analytical Approach
title_full Degradation of Interfacial Bond for FRPs Near-Surface Mounted to Concrete Under Fatigue: An Analytical Approach
title_fullStr Degradation of Interfacial Bond for FRPs Near-Surface Mounted to Concrete Under Fatigue: An Analytical Approach
title_full_unstemmed Degradation of Interfacial Bond for FRPs Near-Surface Mounted to Concrete Under Fatigue: An Analytical Approach
title_short Degradation of Interfacial Bond for FRPs Near-Surface Mounted to Concrete Under Fatigue: An Analytical Approach
title_sort degradation of interfacial bond for frps near surface mounted to concrete under fatigue an analytical approach
topic polymer matrix composites (PMCs)
fatigue
fiber/matrix bond
analytical modeling
near-surface mounted (NSM)
url https://www.mdpi.com/2079-6439/13/1/9
work_keys_str_mv AT xunwang degradationofinterfacialbondforfrpsnearsurfacemountedtoconcreteunderfatigueananalyticalapproach
AT lijuancheng degradationofinterfacialbondforfrpsnearsurfacemountedtoconcreteunderfatigueananalyticalapproach