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

被引：0
|
作者：
Chen Y. [1 ,2 ]
Hu X. [1 ,2 ]
Wu Z. [1 ,2 ]
Shi C. [1 ,2 ]
机构：
[1] Key Laboratory for Green & Advanced Civil Engineering Materials and Application Technologies of Hunan Province, College of Civil Engineering, Hunan University, Changsha
[2] International Science and Technology Innovation Center for Green & Advanced Civil Engineering Materials of Hunan Province, Changsha
来源：
Cailiao Daobao/Materials Reports | 2023年 / 37卷 / 18期
基金：
中国国家自然科学基金;
关键词：
deterioration mechanism; fiber reinforced polymer; interfacial bonding property; marine environment;
D O I：
10.11896/cldb.21120052
中图分类号：
学科分类号：
摘要：
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. © 2023 Cailiao Daobaoshe/ Materials Review. All rights reserved.
引用
收藏
相关论文
共 113 条
  • [1] Ren H T, Yao Q F, Hu A N., Journal of Building Materials, 8, 5, (2005)
  • [2] Helm-Clark C M, Rodgers D W, Smith R P., Journal of Applied Geophysics, 55, 1, (2004)
  • [3] Sousa J M, Correia J R, Gonilha J, Et al., Composites Part B: Engineering, 158, (2019)
  • [4] Gao N., The application of fiber reinforced polymer in civil engineering, (2012)
  • [5] Al-Salloum Y A, El-Gamal S, Almusallam T H, Et al., Composites Part B: Engineering, 45, 1, (2013)
  • [6] Teng J G., Proceedings of 23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23), (2014)
  • [7] Xue B, Sun Q R, Wang C Y, Et al., China Energy and Environmental Protection, 39, 4, (2017)
  • [8] Liang S., Experimental studies on the influence of marine environment to concrete structure, (2006)
  • [9] Fam A, Boles R, Robert M, Journal of Bridge Engineering, 21, 1, (2016)
  • [10] Ramezanianpour A A, Esmaeili M, Ghahari S A, Et al., Construction and Building Materials, 44, (2013)
12345678910