Modeling of chloride diffusivity coupled with non-linear binding capacity in sound and cracked concrete

By Tetsuya Ishida, P. O. Iqbal, H. Anh. 2009

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Modeling of the Influence of Transverse Cracking on Chloride Penetration into Concrete (2013, background): “In this case, both the crack width and crack depth are significant parameters influencing the overall chloride penetration, and relations between the crack width and the effective diffusivity of the crack have been developed in several cases [6-13].”
A variable-order time-fractional derivative model for chloride ions sub-diffusion in concrete structures (2012, background): “Moreover, interactions between chloride ions in the pore solution and solid phase of cement matrix form the Friedel’s salt [32] and present a typical concentration dependency [33, 11, 10, 42] and are quite difficult to be described by the traditional models.”