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Anion Capture and Exchange by Functional Coatings: New Routes to Mitigate Steel Corrosion in Concrete Infrastructure
Published
Author(s)
Gabriel Falzone, Magdalena Balonis, Dale P. Bentz, Scott Jones, Gaurav Sant
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 Research 72, 54-68 (2015)] proposed calcium aluminate cement (CAC) formulations containing NO3-AFm as anion-exchange coatings capable of binding large quantities of Cl-, while simultaneously releasing corrosion-inhibiting NO3- 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(NO3)2 (CN) were quantified. This data was input into a multi-species Nernst-Planck (NP) formulation and 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 ≤ df ≤ 10, where df is the steel corrosion initiation delay factor [unitless]) as compared to traditional OPC-based systems for a fixed cover depth; as identified by thresholds of Cl-/OH- or Cl-/NO3- (molar) ratios in solution. The roles of hindered ionic diffusion, and the passivation of the reinforcing steel rendered by NO3- are also discussed.
Falzone, G.
, Balonis, M.
, Bentz, D.
, Jones, S.
and Sant, G.
(2017),
Anion Capture and Exchange by Functional Coatings: New Routes to Mitigate Steel Corrosion in Concrete Infrastructure, Cement and Concrete Research, [online], https://doi.org/10.1016/j.cemconres.2017.08.021, https://tsapps.nist.gov/publication/get_pdf.cfm?pub_id=921604
(Accessed October 14, 2025)