Experimental investigation on bond behaviour of HB FRP strengthened concrete elements

• Bond-slip laws developed for cohesive and friction behaviors in HB CFRP systems. • Combined cohesive and friction bond-slip laws represent HB system performance. • Accounting for expansion under the plate is crucial for metallic anchorage design. • Stiffer anchor plates increase load capacity under the same applied torque to bolts. Hybrid-bonded (HB) systems are employed to anchor carbon fibre reinforced polymer (CFRP) laminates to concrete structures and delay their premature debonding failure mode by generating compressive stresses on the joint. However, although previous research on these strengthening systems exists, the optimum parameters that minimize the potential for premature debonding failure and maximize the ultimate load still need to be investigated. In this work, the feasibility of decoupling the effect of decohesion and friction of an HB CFRP-to-concrete joint is assessed through experimental and numerical analysis. To this end, single shear tests are performed on concrete specimens strengthened with externally bonded reinforcement (EBR) and HB precured CFRP laminate. Besides, a numerical procedure, based on the finite difference method and a metaheuristic optimization algorithm, is used to obtain the bond-slip law that describes the constitutive behaviour of both systems. The separated contributions of the cohesion of the adhesive joint and the friction induced by the external compressive stresses perpendicular to the composite surface are analysed separately, and separated cohesive and friction bond-slip laws are obtained. The experimental behaviour of the full anchoring system is compared against that obtained by combination of the separated cohesive and friction contributions. The method represents progress in examining how different anchoring parameters, including the size (width and thickness) of the anchor plate and the torque applied to the bolts, influence the performance of the anchoring system in an efficient and systematic manner.

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Publication Details

Journal
Composite Structures
Published
2025-03-14
DOI
https://doi.org/10.1016/j.compstruct.2025.119069
Citations
6
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
6.04
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article

Experimental investigation on bond behaviour of HB FRP strengthened concrete elements

Laura Carreras, Cristina Barris, Mehdi Aghabagloo, Marta Baena
6 citations
Composite Structures
Structural Behavior of Reinforced Concrete
6.04
article

Experimental investigation on bond behaviour of HB FRP strengthened concrete elements

Laura Carreras, Cristina Barris, Mehdi Aghabagloo, Marta Baena
article en
6 citations

Abstract

• Bond-slip laws developed for cohesive and friction behaviors in HB CFRP systems. • Combined cohesive and friction bond-slip laws represent HB system performance. • Accounting for expansion under the plate is crucial for metallic anchorage design. • Stiffer anchor plates increase load capacity under the same applied torque to bolts. Hybrid-bonded (HB) systems are employed to anchor carbon fibre reinforced polymer (CFRP) laminates to concrete structures and delay their premature debonding failure mode by generating compressive stresses on the joint. However, although previous research on these strengthening systems exists, the optimum parameters that minimize the potential for premature debonding failure and maximize the ultimate load still need to be investigated. In this work, the feasibility of decoupling the effect of decohesion and friction of an HB CFRP-to-concrete joint is assessed through experimental and numerical analysis. To this end, single shear tests are performed on concrete specimens strengthened with externally bonded reinforcement (EBR) and HB precured CFRP laminate. Besides, a numerical procedure, based on the finite difference method and a metaheuristic optimization algorithm, is used to obtain the bond-slip law that describes the constitutive behaviour of both systems. The separated contributions of the cohesion of the adhesive joint and the friction induced by the external compressive stresses perpendicular to the composite surface are analysed separately, and separated cohesive and friction bond-slip laws are obtained. The experimental behaviour of the full anchoring system is compared against that obtained by combination of the separated cohesive and friction contributions. The method represents progress in examining how different anchoring parameters, including the size (width and thickness) of the anchor plate and the torque applied to the bolts, influence the performance of the anchoring system in an efficient and systematic manner.

Composite StructuresVol. 362
Universitat de Girona (ES)
Sustainable cities and communities
Openalex Percentile: Top 4%
Structural Behavior of Reinforced Concrete
6.04
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