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- W4310021667 abstract "Due to environmental erosion and loading effects, reinforced concrete structures inevitably have various macro- or micro-cracks. The existence of cracks would aggravate chloride ingress and reinforcement corrosion, especially for offshore engineering structures, thereby further weakening the structural performance and reducing their service life. The research on the chloride-induced corrosion of steel bars in pre-cracked concrete is fundamental. On this basis, this paper mainly reviews the studies from three perspectives: corrosion model of steel reinforcement in concrete, chloride ion transport in pre-cracked concrete under loading effects, and interaction between rebar corrosion and the concrete cover layer and tries to put forward the deficiencies and look forward to the research prospects." @default.
- W4310021667 created "2022-11-30" @default.
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- W4310021667 date "2022-11-27" @default.
- W4310021667 modified "2023-10-01" @default.
- W4310021667 title "A Review of Research on Chloride Corrosion of Steel Reinforcement in Pre-cracked Concrete" @default.
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- W4310021667 doi "https://doi.org/10.1007/978-981-19-5783-3_1" @default.
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