Influence of traversing crack on chloride diffusion into concrete

By A. Djerbi, Stéphanie Bonnet, A. Khelidj, Véronique Baroghel, Bouny. 2008

468 citations recorded by the source corpus.

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Alternative methodology to consider damage and expansions in external sulfate attack modeling (2014, unknown): “[24], Idiart et al.”
Influence of service loading and the resulting micro-cracks on chloride resistance of concrete (2016, background): “Other studies on the influence of crack width on chloride transport [12–15] showed that the influence of micro-cracks on chloride ingress can be significant.”
Crack Effects on Gas and Water Permeability of Concretes (2009, background): “Brazilian splitting tests have already emphasized a correlation between water permeability [15–17] or chloride diffusion [18] and the crack opening width, but only if the crack opening displacement is greater than 50 μm.”
Modeling of the Influence of Transverse Cracking on Chloride Penetration into Concrete (2013, methodology): “While some research groups have analyzed this problem by determining effective diffusion coefficients for the crack and for the bulk concrete in a parallel flow-type model [4], Garces Rodriguez and Hooton [5] have pointed out that transport of chloride ions in cracked concrete should be analyzed as ”