海洋环境下FRP增强混凝土构件结构劣化和性能退化的研究综述

doi:10.11896/cldb.21120052

材料导报

2023, Vol. 37

Issue (18): 21120052-11 https://doi.org/10.11896/cldb.21120052

无机非金属及其复合材料

海洋环境下FRP增强混凝土构件结构劣化和性能退化的研究综述

陈阳^1,2, 胡翔^1,2,*, 吴泽媚^1,2, 史才军^1,2

1 湖南大学土木工程学院,绿色先进土木工程材料及应用技术湖南省重点实验室,长沙 410082
2 湖南省绿色先进土木工程材料国际科技创新合作基地,长沙 410082

Review on the Deterioration of FRP Reinforced Concrete Structures Subjected to Marine Environment

CHEN Yang^1,2, HU Xiang^1,2,*, WU Zemei^1,2, SHI Caijun^1,2

1 Key Laboratory for Green & Advanced Civil Engineering Materials and Application Technologies of Hunan Province, College of Civil Engineering, Hunan University, Changsha 410082, China
2 International Science and Technology Innovation Center for Green & Advanced Civil Engineering Materials of Hunan Province, Changsha 410082, China

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摘要随着我国海洋工程的快速发展,海洋环境下混凝土结构内部钢筋锈蚀导致的钢筋混凝土性能降低和结构破坏等问题越来越凸显。基于轻质、高强、耐腐蚀等性能特点,采用纤维增强复合材料(Fiber reinforced polymer,FRP)与混凝土的组合结构被认为是海洋工程建设中的优异选择。本文介绍了不同海洋腐蚀环境如水或碱性溶液浸泡、紫外线辐射等作用下FRP的降解机理,以及FRP的拉伸、弯曲、剪切、压缩强度等力学性能的退化规律。同时,综述了FRP-混凝土界面性能劣化机理及其对FRP增强混凝土结构性能的影响规律。本文重点讨论海洋环境下FRP增强混凝土结构的界面粘结性能和力学性能,将为海洋环境下纤维增强复合材料性能的研究和工程结构设计提供理论基础和研究方向。

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	陈阳
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关键词: 纤维增强复合材料海洋环境劣化机理界面粘结性能

Abstract: With the rapid development of marine engineering in China, the degradation and destruction of reinforced concrete structures due to the steel corrosion in the marine environment are more and more prominent. Based on the properties of light weight, high strength, and excellent resistance to corrosion, the composite structure of fiber reinforced polymer (FRP) and concrete is considered as a kind of superior materials for marine structure. This paper mainly introduces the deterioration mechanism of FRP in the marine environments including water and alkaline solution immersion, ultraviolet radiation. The mechanical properties of FRP including tensile, bending, shear, and compression strength are introduced. Besides, the deterioration of FRP-concrete interface and its effects on the performance of FRP reinforced concrete structures are reviewed. The interfacial bonding strength and mechanical properties of the composite structure of FRP and concrete in marine environment are emphatically discussed, which can lay a theoretical foundation and provide a research guide for further study and application of composite materials and structure in the marine environment.

Key words: fiber reinforced polymer marine environment deterioration mechanism interfacial bonding property

出版日期: 2023-09-25 发布日期: 2023-09-18

ZTFLH:

TU528

基金资助: 国家重点研发计划(2021YFF0500801);国家自然科学基金(52278257)

通讯作者: *胡翔,湖南大学土木工程学院副教授。2012年毕业于湖南大学土木工程学院,2018年于比利时根特大学结构工程学院博士毕业,2020年6月入职湖南大学土木工程学院。研究课题方向主要有水泥基材料耐久性评估与设计、低碳水泥基材料设计制备、二氧化碳养护制备水泥混凝土制品等。参与多项国家自然科学基金项目,撰写英文专著一本。在Cement and Concrete Research、Cement and Concrete Composites等期刊以第一作者或者通信作者发表学术论文20余篇。xianghu@hnu.edu.cn

作者简介: 陈阳,2020年6月毕业于长沙理工大学,获得工学学士学位。现为湖南大学土木工程学院硕士研究生,在胡翔副教授的指导下进行研究。目前主要研究领域为FRP-海水海砂混凝土界面粘结性能。

引用本文:

陈阳, 胡翔, 吴泽媚, 史才军. 海洋环境下FRP增强混凝土构件结构劣化和性能退化的研究综述[J]. 材料导报, 2023, 37(18): 21120052-11.
CHEN Yang, HU Xiang, WU Zemei, SHI Caijun. Review on the Deterioration of FRP Reinforced Concrete Structures Subjected to Marine Environment. Materials Reports, 2023, 37(18): 21120052-11.

链接本文:

http://www.mater-rep.com/CN/10.11896/cldb.21120052 或 http://www.mater-rep.com/CN/Y2023/V37/I18/21120052

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