Monitoring of Corrosion Rates of Carbon Steel in Mortar under a Wet-Dry Cyclic Condition
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Abstract
The corrosion behavior of metal covered with mortar under a wet-dry cyclic condition were investigatedto apply for the measurement of corrosion rates of reinforcing steel in concrete structure. The carbon steel in mortar having t = 3 mm cover thickness was exposed to the alternate condition of 6 h immersion in chloride containing solu-tion and 18 h drying at 25oC and 50%RH. The electrochemical phenomena of a carbon steel and mortar interface was explained by an equivalent circuit consisting of a solution resistance, a charge transfer resistance and a CPE(Con-stant Phase Element). The corosion rates were monitored continuously during exposure using an AC impedance tech-nique. Simultaneously, the current distribution over the working electrode during impedance measurement was analyzed from the phase shift, θ, in an intermediate frequency. The result showed that corrosion rate monitoring using an AC impedance method is suitable under the given exposure conditions even during the drying period when the metal is covered with the weted mortar.
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