Towards a triphasic Theory of Porous Media-based model for chloride-induced corrosion in reinforced concrete by Ndawula, Joanitta N.

“…Research has shown that although the majority of time-to-cracking service life models for reinforced concrete structures neglect the permeation of rust into the cement paste adjacent to the reinforcement, it is this mechanism that is responsible for discrepancies between experimental data and model results. …”
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