Abstract
Chloride-induced corrosion is a major cause of degradation of reinforced concrete infrastructure. While the binding of chloride ions (Cl(-)) by cementitious phases is known to delay corrosion, this approach has not been systematically exploited as a mechanism to increase structural service life. Recently, Falzone et al. [Cement and Concrete Research72, 54-68 (2015)] proposed calcium aluminate cement (CAC) formulations containing NO(3)-AFm to serve as anion exchange coatings that are capable of binding large quantities of Cl(-) ions, while simultaneously releasing corrosion-inhibiting NO(3)(-) species. To examine the viability of this concept, Cl(-) binding isotherms and ion-diffusion coefficients of a series of hydrated CAC formulations containing admixed Ca(NO(3))(2) (CN) are quantified. This data is input into a multi-species Nernst-Planck (NP) formulation, which is solved for a typical bridge-deck geometry using the finite element method (FEM). For exposure conditions corresponding to seawater, the results indicate that Cl(-) scavenging CAC coatings (i.e., top-layers) can significantly delay the time to corrosion (e.g., 5 ≤ d(f) ≤ 10, where d(f) is the steel corrosion initiation delay factor [unitless]) as compared to traditional OPC-based systems for the same cover thickness; as identified by thresholds of Cl(-)/OH(-) or Cl(-)/NO(3)(-) (molar) ratios in solution. The roles of hindered ionic diffusion, and the passivation of the reinforcing steel rendered by NO(3)(-) are also discussed.