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The effect of micro-silica (MS) as Portland cement (PC) replacement on corrosion resistance of mild steel rebar were considered by open circuit potential (OCP), electrochemical impedance spectroscopy (EIS) and water absorption analysis after exposure to 1M HCl solution. Compressive strength tests were done to investigate the mechanical property of the concrete samples. By increasing immersion time, all concrete samples containing MS indicated a reduction in water absorption value compared to the concrete sample without MS. The samples with 8 wt% MS exhibited the highest compressive strength after 8 weeks exposure time in a 1M HCl solution. The value of OCP for the steel reinforced concrete specimens with 8 wt% MS remained in the uncertain or low corrosion zone during the process. The EIS results showed that the 8 wt% MS sample had a higher the concrete resistance and charge-transfer resistance compared to other samples, showing lower porosity of concrete structure and thus more improvement in corrosion resistance of the mild steel surface. The SEM images of mild steel rebars revealed that the steel reinforced concrete with 8 wt% MS content had low corrosion and minimum pit products, indicating the slight pitting corrosion shaped on the surface of mild steel rebar, which was in agreement with the results obtained from electrochemical study.

international journal of electrochemical science

Effect of Partial replacement of Portland cement with micro-silica on mechanical characteristics of concrete and corrosion behavior of mild steel in 1M HCl