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Corrosion of Steel in Concrete with Recycled Aggregate and Pozzolanic Materials

The kinetics of corrosion was evaluated and the deterioration of the reinforced concrete made with recycled aggregate and pozzolanic materials was inferred. Four series of cylindrical specimens were made with water-binder ratio of 0.48; the reference series was made with natural aggregate and 100% Compound Portland Cement, the second series was with recycled coarse aggregate (RA) and a 100% CPC, a third series was made with RA, 30% fly ash and 70% CPC and the fourth series was made with RA, 10% silica fume and 90% CPC. Test specimens of each mixture were exposed to a 3.5% NaCl aqueous solution and the corrosion current density was obtained using Electrochemical Impedance Spectroscopy (EIS). The results show that the system of concrete with recycled aggregate and with silica fume addition has more corrosion resistance, because it presented the highest values of Resistance of charge transfer of reinforcement