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98659 USING ELECTROLESS NICKEL TO COAT REINFORCING STEEL IN CHLORIDE CONTAMINATED CONCRETE

Product Number: 51300-98659-SG
ISBN: 98659 1998 CP
Author: M. A. Sanchez, L. A Parra, O. A. Perez, O. de Rincon
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This work is a study of the behavior of steel rebar coated by electroless nickel in chloride-contaminated concrete. The steel rebars were coated in an electroless nickel bath for 1, 2 and 3 hours. They were then subjected to heat treatment at 400 °C for periods of 1, 2 and 3 hours. The nickel-coated rebars were embedded in concrete samples with NaCl concentrations at 0.00; 0.10; 0.15 and 0.20 %, based on concrete weight. Their behavior was evaluated by measurement of potentials, polarization resistance, potentiodynamic polarization curves, electrical resistance and visual inspection. Corrosion rates were less than 0.01 uA/cm2 after 40 months’ testing. Key Words : Electroless nickel, heat treatment, corrosion, chloride ion, concrete, reinforcing steel
This work is a study of the behavior of steel rebar coated by electroless nickel in chloride-contaminated concrete. The steel rebars were coated in an electroless nickel bath for 1, 2 and 3 hours. They were then subjected to heat treatment at 400 °C for periods of 1, 2 and 3 hours. The nickel-coated rebars were embedded in concrete samples with NaCl concentrations at 0.00; 0.10; 0.15 and 0.20 %, based on concrete weight. Their behavior was evaluated by measurement of potentials, polarization resistance, potentiodynamic polarization curves, electrical resistance and visual inspection. Corrosion rates were less than 0.01 uA/cm2 after 40 months’ testing. Key Words : Electroless nickel, heat treatment, corrosion, chloride ion, concrete, reinforcing steel
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