Concentration Distribution of Chloride Ion in Cracked Concrete

Bo Yu; Zhong Hui Huang; Ming Wu; Hui Liang  Sun; Lu Feng Yang; Bin Hong

doi:10.4028/www.scientific.net/AMM.351-352.1581

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Concentration Distribution of Chloride Ion in...

Concentration Distribution of Chloride Ion in Cracked Concrete

Abstract:

Cracks provide diffusion path for chloride ions transport from the external environment into the concrete, resulting in the durability degradation of concrete structures. In this paper, the boundary condition of cracked concrete and chloride diffusion coefficient in crack were analyzed. The time-dependent chloride diffusion model was established based on the time-dependent chloride diffusion coefficient and the Ficks second law of diffusion. The influence of crack on the concentration distribution of chloride ion in cracked concrete was quantificationally investigated.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

1581-1584

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.1581

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Online since:

August 2013

Authors:

Bo Yu, Zhong Hui Huang, Ming Wu, Hui Liang Sun, Lu Feng Yang*, Bin Hong

Keywords:

Chloride Ion, Concrete, Crack, Time-Dependent Diffusion

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References

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