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Anti-Corrosion Reinforcements Using Coating Technologies—A Review

HIGHLIGHTS: What are the main findings? Anti-corrosion reinforcements, including galvanized reinforcements, epoxy coated reinforcements, stainless cladding reinforcements and steel-fiber reinforced polymer composite bars, are reviewed. The impacts of the manufacturing process and material properties...

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Detalles Bibliográficos
Autores principales: Yan, Lei, Deng, Wenjie, Wang, Neng, Xue, Xuanyi, Hua, Jianmin, Chen, Zengshun
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9655495/
https://www.ncbi.nlm.nih.gov/pubmed/36365769
http://dx.doi.org/10.3390/polym14214782
Descripción
Sumario:HIGHLIGHTS: What are the main findings? Anti-corrosion reinforcements, including galvanized reinforcements, epoxy coated reinforcements, stainless cladding reinforcements and steel-fiber reinforced polymer composite bars, are reviewed. The impacts of the manufacturing process and material properties on the performance of anti-corrosion reinforcements are reviewed. The behaviors of anti-corrosion reinforcements, with and without corrosion, are described in detail. The development and application of anti-corrosion reinforcements are introduced. What is the implication of the main finding? The anti-corrosion reinforcements conform to the development of modern structures. ABSTRACT: Coated reinforcements are expected to improve the performance of reinforced concrete in aggressive environments, but different kinds of coated reinforcements can express a variety of properties, which can confuse researchers and engineers. This paper reviews the manufacture, corrosion mechanisms, behaviors, and applications of popular or promising coated reinforcements, incorporating galvanized reinforcements (GRs), epoxy coated reinforcements (ECRs), stainless cladding reinforcements (SCRs), and steel-fiber reinforced polymer composite bars (SFCBs). In terms of manufacture, GRs and ECRs should focus on minimizing the negative effect of manufacture on performance, while SCRs and SFCBs should reduce the cost and increase the production capacity. Behaviors of GRs and ECRs are primarily determined by the steel substrate, but the behaviors of SCRs and SFCBs are primarily affected by the coat and core, and their interaction. The corrosion mechanism of GRs and SCRs is about oxidation, while that of SFCBs is about hydrolysis. ECRs are usually corroded under film, which can be a cause of premature failure. Corrosion embrittles SCRs, as well as bare bars, but corrosion of SFCBs usually causes a reduction in maximum strength. The investigation of the corrosion behaviors of GRs and ECRs focuses on bond strength. GRs have controversial performance. ECRs have been proven to have drawbacks regarding bond strength. The use of anti-corrosion reinforcement is uneven in regions, which may correlate with the development of technology and the economy.