Nonlinear analytical solutions for predicting the debonding process of the EBROG FRP-concrete bond

IF 7.4 1区工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY

Construction and Building Materials Pub Date : 2025-03-18 DOI:10.1016/j.conbuildmat.2025.140783

Khaled Sanginabadi , Azad Yazdani , Davood Mostofinejad

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引用次数: 0

Abstract

Fiber-reinforced polymer (FRP) composites are frequently employed to strengthen reinforced concrete members. The FRP-to-concrete bond established through the externally bonded reinforcement (EBR) technique has consistently been challenging due to the premature debonding of the FRP composite. The debonding process of FRP composites has been significantly postponed due to the implementation of a novel technique known as externally bonded reinforcement on grooves (EBROG) in recent years. Several experimental studies have been conducted to understand the behavior of the EBROG bond. However, a dearth of analytical research has been continued in this field, and closed-form analytical models have not yet been developed. Therefore, this study employs the definition of a nonlinear shear stress-slip relationship to generate and develop analytical models to evaluate the debonding process of the EBROG bond. The presented models have the capability to predict the behavior of the EBROG bond from the start of loading until the final moment of loading. The models' high accuracy is demonstrated by comparing their estimations with the experimental results on longitudinal profiles, load-slip curves, and bond strength. The bond strength model predicts the bond resistance for 90 % of the specimens with an error of less than 20 %. Also, the effect of increasing the number of grooves on the strength and behavior of the EBROG bond is much more pronounced than the effect of increasing the dimensions of the grooves, which is one of the key findings of the parametric study.

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来源期刊

Construction and Building Materials 工程技术-材料科学：综合

CiteScore

13.80

自引率

21.60%

发文量

3632

审稿时长

82 days

期刊介绍： Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.