POLYMERS AND POLYMER MATRIX COMPOSITES |
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A Review on the Bonding Performance of FRP Bars to Concrete: Mechanisms,Testing Methods,and Influencing Factors |
WANG Xiaolong, SHANG Huaishuai*, LU Zhaohu, XIAO Zhenhao, XU Shaohui
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School of Civil Engineering, Qingdao University of Technology, Qingdao 266033, Shandong, China |
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Abstract In recent years, fiber-reinforced polymer (FRP) bars have increasingly been used as alternatives to traditional steel reinforcement in concrete structures. The bond performance between FRP bars and concrete directly impacts the overall structural performance and durability, making an in-depth study of bond behavior is crucial. This paper reviews the bonding mechanisms, failure modes, and key factors affecting the bond performance of FRP bars to concrete. First, details the roles of chemical adhesion, frictional resistance, and mechanical interlocking under various conditions in ensuring bond performance. Next, analyzes the effects of factors such as fiber type, modulus of elasticity, bond length, bar diameter, surface characteristics, and casting position on bond strength, summarizing relevant experimental findings. The research indicates that optimizing these factors can significantly enhance the bond performance of FRP bars. Despite substantial progress in the field, gaps remain in the understanding of long-term durability and bond behavior under complex loading conditions. This review provides guidance for future research directions, aiming to promote the widespread application of FRP bars in civil engineering.
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Published:
Online: 2025-08-28
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