Experiments were pefiormed to determine the possible extent of galvanic corrosion when CFRP and steel are in contact in chloride contaminated concrete. Three concrete environments (water-to-cement (w/c) ratio of 0.41) at relative humidities (R.H.) of -60°/0, - 80% and -9.5’%0, and 14 kg/m3 chloride were investigated.
Keywords: galvanic corrosion, CFRP, Carbon Fiber Reinforced Plastics, concrete, relative humidity, chloride, contamination