Journal
CEMENT & CONCRETE COMPOSITES
Volume 134, Issue -, Pages -Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2022.104758
Keywords
FRP bars; Mechanical properties; Coupled action; Degradation mechanisms
Funding
- National Natural Science Foundation of China-Shandong Joint Fund [U1806225]
- High-Tech Industry Science and Technology Innovation Leading Plan of Hunan Province [2020GK2079]
- Science and Technology-based Small and Medium-sized Enterprise Innovation Ability Improvement Project of Shandong Province [2021TSGC1175]
- Overseas High-level Talent Workstation of Shandong Province, Science and Technology Program of Changsha City [kh2201425]
- Natural Science Foundation of China [52208246]
- Natural Science Foundation of Changsha [kq2202160]
- Fundamental Research Funds for the Central Universities [531118010493]
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Rebar corrosion is a common issue in reinforced concrete structures, but it can be effectively resolved by replacing steel rebar with FRP bar. However, the mechanical performance of FRP bars can still deteriorate under severe conditions. Therefore, it is important to understand the degradation mechanisms and enhance their durability performance. This study critically reviews the influences of various factors on the mechanical properties of FRP bars and evaluates their degradation in different solutions. It also discusses the effects of wet-dry and freeze-thaw cycles. Prediction models for the long-term durability of FRP bars are summarized. The findings of this study provide insights for the research and application of FRP bars in severe conditions.
Rebar corrosion is the most common durability issue in reinforced concrete structures, and replacing steel rebar with fiber-reinforced polymer (FRP) bar can effectively resolve the corrosion issue. Furthermore, it can serve as an appropriate substitute for steel rebar due to its lightweight, high strength, and good corrosion resistance. However, the mechanical performance of FRP bars can still deteriorate under severe environmental and loading conditions. As a result, it is essential to understand the deterioration mechanisms of FRP bars and enhance their durability performance. This study first critically reviews the influences of reinforcement, resin, and bar diameter on the mechanical properties of FRP bars in alkaline solution. The degradation of the mechanical properties of FRP bars is further evaluated in water, seawater, and alkaline solution. The influences of wet-dry and freeze-thaw cycles on the FRP bar degradation are also discussed. The degradation mechanisms are analyzed considering the coupling effect of exposure conditions, temperatures, concrete wrappings, and loadings. Then, currently available prediction models for the long-term durability of FRP bars are summarized. Finally, some suggestions for future works are proposed, and concluding remarks are made. This study can provide insight into FRP bars in severe service conditions for their research and application.
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