Öz
In this study, accelerated corrosion test is applied to 300 dosaged concretes whose sizes are 15cm cube. Reinforcement steel diameters of ø12, ø14 and ø16, respectively, were inserted into the middle points of the concrete. The concrete produced was cured for 28 days after being removed from the molds. In order to achive accelerated corrosion test, 30 V stress intensity is applied by DC power supply. The currents passing through the concretes were recorded with the help of ampere meter and various comparisons were made. It has been concluded that, the increase in the diameter of the reinforcement steel in the concrete can decrease the corrosion intensity of the concrete.