Corrosion Monitoring of Reinforced Steel Embedded in Cement Mortar under Wet-And-Dry Cycles by Electrochemical Impedance Spectroscopy

Corrosion Monitoring of Reinforced Steel Embedded in Cement Mortar under Wet-And-Dry Cycles by Electrochemical Impedance Spectroscopy

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The primary objective of the present work is to measure the corrosion rate of reinforcing steel embedded in concrete structures in a simulated marine environment of high chloride concentration.The selection of a single frequency that corresponds to the solution resistance and single frequency that corresponds to the charge transfer resistance were performed and measurements were carried out in a relatively faster time.A total of seven cement mortar specimens were prepared.

The effect of varying cover thickness (5−50 mm) and rebar distance (10−80 mm) on the electrical resistance Carving of the concrete and corrosion rate of the steel was examined.To simulate the corrosion of reinforced concrete in a marine environment, cement mortars were AEG KP8404001M PYROLYTIC SINGLE OVEN IN STAINLESS STEEL wh exposed to 25 wet−dry cycles that involve an immersion for 8 h in 3 wt.% NaCl solution and drying time of 16 h under room temperature.

Alternative current (AC) impedance measurements were carried out within a frequency range from 100 kHz to 1 mHz.Results show that the formation of rust layers on rebars has caused a significant decrease in the maximum phase shift to θ = −30°.An accelerated corrosion rate of the rebars was observed during drying stage.