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Phenomenological model for quantifying concrete chloride diffusion coefficient
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DOI：10.1016/j.conbuildmat.2019.07.006.png)
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Compressive strength and the chloride diffusion coefficient are the common and principal performance measures for designing durable concrete structures. Hence, a comprehensive and consistent phenomeno-logical model is put forward that quantifies a concrete's effective chloride diffusion coefficient based on the tortuosity factor, aggregate volume fraction, porosity, cement paste chloride diffusion coefficient, compressive strength, cement and cementitious material content and composition. The phenomenological model results are first shown to depict chloride ion diffusion phenomena in porous media. Experimental data reported in the scientific literature are then used to evaluate visually and statistically the accuracy and precision of the phenomenological model. The model results are found statistically equal to experimentally quantified chloride diffusion coefficient values to a 95% confidence level and possess high accuracy and precision for a wide range of concrete mixture proportions, composition and age. The model average percent error is less than the standard test method repeatability and the COV of the reproducibility. The standard error, samples mean, and R-2 are found to be 0.41 x 10(-12) m(2)/s, 1.46 x 10(-12) m(2) is and 0.94, respectively. (C) 2019 Elsevier Ltd. All rights reserved.
Keyword:
Chloride diffusion coefficient
Compressive strength
Tortuosity
Concrete
Phenomenological model
Aggregate volume fraction
Porosity
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8
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4.5W
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27.9W
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