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Bond performance of spliced GFRP bars in pre-damaged concrete beams retrofitted with CFRP and UHPC
Highlights For the specimens using D20 GFRP bars, the retrofit method of CE was sufficient to restore the bond strength. For the specimens using D28 GFRP bars, the retrofit methods of U and CU were effective in restoring the bond strength. The predictions of flexural strength and effective moment of inertia of retrofitted specimens were proposed addressing the pre-damage effect.
Abstract Fiber-reinforced polymer (FRP) reinforced concrete structures are inevitably subjected to extreme loads. The retrofitting of damaged FRP-reinforced concrete structures will become an important issue, especially with the gradual application of FRP bars in concrete structures. For structures that can be retrofitted, the structural performance is significantly affected by the bond of FRP bars in pre-damaged concrete. For this reason, this paper investigated the effectiveness of retrofit methods of carbon FRP (CFRP) sheet and/or ultra-high performance concrete (UHPC) at restoring the bond strength of glass FRP (GFRP) bars in pre-damaged concrete, and twenty spliced GFRP-reinforced concrete beams were tested under four-point loading. The beams were pre-loaded until bond failure occurred, and then retrofitted and reloaded to assess the restoration of the bond strength. The effects of retrofit methods, spacing of confining stirrups, GFRP bar diameter, and pre-loading type were investigated. The bond strength of the 20 mm and 28 mm diameter GFRP bars was increased by 4~138% and 4~234% after retrofitting with CFRP sheet and/or UHPC, respectively. The modified flexural strength model and modified effective moment of inertia addressing the adverse effect of partial fracture of glass fibers and concrete cracks predicted well the load-carrying capacity and deflection of the retrofitted specimens showing flexural failure, respectively.
Bond performance of spliced GFRP bars in pre-damaged concrete beams retrofitted with CFRP and UHPC
Highlights For the specimens using D20 GFRP bars, the retrofit method of CE was sufficient to restore the bond strength. For the specimens using D28 GFRP bars, the retrofit methods of U and CU were effective in restoring the bond strength. The predictions of flexural strength and effective moment of inertia of retrofitted specimens were proposed addressing the pre-damage effect.
Abstract Fiber-reinforced polymer (FRP) reinforced concrete structures are inevitably subjected to extreme loads. The retrofitting of damaged FRP-reinforced concrete structures will become an important issue, especially with the gradual application of FRP bars in concrete structures. For structures that can be retrofitted, the structural performance is significantly affected by the bond of FRP bars in pre-damaged concrete. For this reason, this paper investigated the effectiveness of retrofit methods of carbon FRP (CFRP) sheet and/or ultra-high performance concrete (UHPC) at restoring the bond strength of glass FRP (GFRP) bars in pre-damaged concrete, and twenty spliced GFRP-reinforced concrete beams were tested under four-point loading. The beams were pre-loaded until bond failure occurred, and then retrofitted and reloaded to assess the restoration of the bond strength. The effects of retrofit methods, spacing of confining stirrups, GFRP bar diameter, and pre-loading type were investigated. The bond strength of the 20 mm and 28 mm diameter GFRP bars was increased by 4~138% and 4~234% after retrofitting with CFRP sheet and/or UHPC, respectively. The modified flexural strength model and modified effective moment of inertia addressing the adverse effect of partial fracture of glass fibers and concrete cracks predicted well the load-carrying capacity and deflection of the retrofitted specimens showing flexural failure, respectively.
Bond performance of spliced GFRP bars in pre-damaged concrete beams retrofitted with CFRP and UHPC
Wu, Cheng (author) / Ma, Gao (author) / Hwang, Hyeon-Jong (author)
Engineering Structures ; 292
2023-06-20
Article (Journal)
Electronic Resource
English
UHPC , Retrofit , Flexural strength , Deflection , GFRP bar , Pre-damage , CFRP
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