2020
DOI: 10.1051/e3sconf/202019801035
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Mechanism analysis and model calculation of chloride ion diffusion in reinforced concrete structure

Abstract: Chloride-induced corrosion of steel in reinforced concrete structures is one of the major causes of their deterioration over time. The analysis and research on the diffusion mechanism of chloride ions in reinforced concrete structures is still insufficient, and it is necessary to calculate the path of chloride ions based on theoretical models. In this paper, the fick’s second law was used to describe the free chloride concentration evolution in concrete. The Monte Carlo simulation was used to predict the cumul… Show more

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Cited by 2 publications
(2 citation statements)
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“…-the slump values [15] [18] [26] [29] -concrete cover depth [3] [15] [28] [35] -permeability [22], impermeability [20];…”
Section: Independent Variables Dependent Variablesmentioning
confidence: 99%
“…-the slump values [15] [18] [26] [29] -concrete cover depth [3] [15] [28] [35] -permeability [22], impermeability [20];…”
Section: Independent Variables Dependent Variablesmentioning
confidence: 99%
“…And it has been shown that the differences in chloride ion concentration in concrete will cause the change of concrete surface shape; when the chloride concentration exceeds a certain limit, it will cause the corrosion of the passivation film of concrete reinforcement, leading to cracks and accelerating the corrosion of concrete [21,22]. Wang [23] investigated coral aggregate concrete under alternating wet and dry conditions using the finite element software, and the chloride ion concentration was used as a key indicator.…”
Section: Introductionmentioning
confidence: 99%