Corrosion of rebar in concrete. Part IV. On the theoretical basis of the chloride threshold
Digby D. Macdonald, Yakun Zhu, Jie Yang, Jie Qiu, George R. Engelhardt, Alberto A. Sagüés, Li Sun, Zhe Xiong
Abstract
A theory is developed for calculating the chloride threshold (CT) from the Point Defect Model (PDM). CT is defined as the ratio [Cl − ]/[OH − ] at which the passivity breakdown voltage ( E b ) equals the corrosion potential, ECP . CT is sensitive to the T , ECP, pH, and E b , because all four appear in the exponent X in CT = 10 X . Small uncertainties in these parameters translate into a large uncertainty in CT, emphasizing the need for accurate T , ECP, pH, and E b data. We demonstrate the theory by successfully calculating CT using data for selected systems.
Topics & Concepts
RebarCorrosionChlorideMaterials scienceReinforced concreteMetallurgyComposite materialConcrete Corrosion and DurabilityConcrete and Cement Materials ResearchCorrosion Behavior and Inhibition