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This paper mainly studies the corrosion potential and current of reinforced concrete beams during accelerated corrosion and electrochemical chloride extraction. The results show that the corrosion potential and current of concrete beams increase with the corrosion time. In the process of electrochemical chloride extraction, the corrosion potential and current of concrete beams decrease with the prolongation of chlorine removal time. Electrochemical chloride extraction can effectively reduce the corrosion rate of reinforced concrete components and reduce the corrosion risk of steel bars.
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