FRP筋相关因素对粘结性能的影响综述

doi:10.11896/cldb.24070179

材料导报

2025, Vol. 39

Issue (17): 24070179-8 https://doi.org/10.11896/cldb.24070179

高分子与聚合物基复合材料

FRP筋相关因素对粘结性能的影响综述

王晓龙, 商怀帅^*, 陆兆虎, 肖振浩, 徐少辉

青岛理工大学土木工程学院,山东青岛 266033

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

School of Civil Engineering, Qingdao University of Technology, Qingdao 266033, Shandong, China

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摘要近年来,纤维增强聚合物(FRP)筋作为传统钢筋的替代品,在混凝土结构中的应用越来越广泛。FRP筋与混凝土之间的粘结性能直接影响到结构的整体性能和耐久性,因此对粘结行为的深入研究具有重要意义。本研究综述了FRP筋与混凝土的粘结机理、破坏模式及影响粘结性能的关键因素。首先,详细阐述了化学胶着力、摩擦力和机械咬合力在不同条件下对粘结性能的作用机制。其次,分析了FRP筋的纤维类型、弹性模量、粘结长度、筋材直径、表面特性及浇筑位置等因素对粘结强度的影响,并总结了相关实验研究结果。研究表明,通过优化这些因素,能够显著提升FRP筋的粘结性能。尽管已有研究取得了显著进展,但在长期耐久性和复杂受力状态下的粘结行为方面仍存在研究空白。本文为未来的研究方向提供了指导,旨在推动FRP筋在土木工程中的广泛应用。

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关键词: 纤维增强聚合物(FRP)筋混凝土粘结性能粘结机理性能预测破坏形态

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.

Key words: fiber-reinforced polymer (FRP) bars concrete bond performance bond mechanisms performance prediction failure modes

发布日期: 2025-08-28

ZTFLH:

TU599

基金资助: 国家自然科学基金(52378245);山东省自然科学基金重大基础研究项目(ZR2022ZD33);青岛市科技惠民计划项目(23-2-8-cspz-9-nsh)

通讯作者: *商怀帅,博士,青岛理工大学土木工程学院教授、博士研究生导师。目前主要从事新型土木工程材料及结构研发、钢筋混凝土材料耐久性能等方面的研究。nx4010@163.com

作者简介: 王晓龙,青岛理工大学土木工程学院硕士研究生,在商怀帅教授的指导下进行研究。目前主要研究领域为海水海砂混凝土与FRP筋结构的应用。

引用本文:

王晓龙, 商怀帅, 陆兆虎, 肖振浩, 徐少辉. FRP筋相关因素对粘结性能的影响综述[J]. 材料导报, 2025, 39(17): 24070179-8.
WANG Xiaolong, SHANG Huaishuai, LU Zhaohu, XIAO Zhenhao, XU Shaohui. A Review on the Bonding Performance of FRP Bars to Concrete: Mechanisms,Testing Methods,and Influencing Factors. Materials Reports, 2025, 39(17): 24070179-8.

链接本文:

https://www.mater-rep.com/CN/10.11896/cldb.24070179 或 https://www.mater-rep.com/CN/Y2025/V39/I17/24070179

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