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Galvanic Corrosion Between AISI304 Stainless Steel and Carbon Steel in Chloride Contaminated Mortars

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Figure

Figure 1. Photograph of the coupling stainless-carbon steel mortars with various water-cement ratios
Figure 2.  OCP of single rebar in mortars with various water-cement ratios in 5% NaCl solution, (a) stainless steel, (b) carbon steel
Figure 3. Nyquist plots of rebars in mortars after being immersed in a 5% NaCl solution for different time
Figure. 5 Galvanic corrosion currents density of coupling stainless-carbon steel electrode in mortar in 5% NaCl solution
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