Abstract
The initiation of corrosion by chlorides is traditionally based on the existence of a threshold that would lead to corrosion. Almost all existing approaches considered implicitly that corrosion induced by chlorides is uniform and take not into account the intrinsic localized character of corrosion in reinforced concrete structures. This work aims to implement a new test protocol that takes explicitly into account the localized nature of chlorides-induced corrosion by inducing physical separation between anode and cathode thus permitting to measure the corrosion current. The anodic part allows to test different levels of chlorides and the cathodic part to highlight the ohmic (limiting ionic current by low porosity) and cathodic (restricting access to oxygen due to saturation of porosity, low porosity, dioxygen consumption by additions) control of corrosion. The chloride threshold is set on the basis of a threshold corrosion current that is considered acceptable with respect to the structure’s life. The first results provide a preliminary idea of the variation of corrosion rate in function of chlorides content. This method also highlights the influence of surface condition of the steel-concrete interface on the corrosion current.
Highlights
IntroductionChloride induced corrosion in concrete is one of the main causes of degradation of reinforced concrete (RC) structures
Chloride induced corrosion in concrete is one of the main causes of degradation of reinforced concrete (RC) structures. This mechanism is traditionally based on the existence of a chloride threshold that would lead to corrosion
In this paper was described a new test protocol based on the phenomenology of localized corrosion
Summary
Chloride induced corrosion in concrete is one of the main causes of degradation of reinforced concrete (RC) structures. This mechanism is traditionally based on the existence of a chloride threshold that would lead to corrosion. Chloride induced corrosion in reinforced concrete is a macrocell system ( referred to as non-uniform or localized corrosion). This means that anodic and cathodic areas at steel-concrete interface are spatially separated. Almost all existing approaches consider implicitly that corrosion induced by chlorides is a microcell system ( referred to as uniform corrosion) and take not into account the intrinsic localized character of corrosion in concrete
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