Review on degradation behavior of fiber-reinforced polymer bars in marine environments
Author:
Funder
Natural Science Foundation of China under Grant
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Link
https://link.springer.com/content/pdf/10.1007/s10853-023-08667-1.pdf
Reference154 articles.
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2. Li YL, Zhao XL, Singh RKR (2016) Tests on seawater and sea sand concrete-filled CFRP, BFRP and stainless steel tubular stub columns. Thin-Walled Struct 108:163–184. https://doi.org/10.1016/j.tws.2016.08.016
3. Kaushik SK, Islam S (1995) Suitability of sea water for mixing structural concrete exposed to a marine environment. Cem Concr Compos 17(3):177–185. https://doi.org/10.1016/0958-9465(95)00015-5
4. Huang Y, Zhang Y, Xiao J (2020) Study on bond between seawater sea sand recycle concrete and epoxy-coated steel bars. J Build Struct 41(S1):390–398. https://doi.org/10.14006/j.jzjgxb.2020.S1.044. (in Chinese)
5. Mariam Z, Amira T, Ahmed S (2021) Potential advantages of basalt FRP bars compared to carbon FRP bars & conventional steel. Aust J Civ Eng 19(1):107–122. https://doi.org/10.1080/14488353.2020.1816638
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