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Modeling and Measuring Chloride Ingress into Cracked Mortar
2016
unpublished
Chloride ingress into reinforced concrete structures is a cause of corrosion of steel embedded into concrete. To aid in the prediction of concrete service life, a chloride ingress model that includes the effects of physical absorption to and chemical reaction with the cement matrix as well as time-dependent diffusivity is derived by a mass balance and solved by the finite element method. This model is validated through an experimental program where the chloride concentration around cracked
doi:10.18552/2016/scmt4d151
fatcat:4eauspf675bdvgrsfuvtpylv3q