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Performance of black, galvanized, and epoxy-coated reinforcing steels in chloride-contaminated concrete

Journal Article · · Corrosion (Houston); (United States)
DOI:https://doi.org/10.5006/1.3293496· OSTI ID:5437900
 [1]
  1. Univ. of New South Wales, Campbell (Australia). Dept. of Civil and Maritime Engineering

The corrosion performance of black steel, galvanized steel, and epoxy-coated steel in concrete was investigated. Samples were exposed to cyclic salt water wetting and drying or to a continuous salt fog. Corrosion assessments included half-cell potential monitoring, chloride (Cl[sup [minus]]) analysis, and metal loss determinations. Galvanized steel resisted Cl[sup [minus]] levels in concrete [approximately]2.5 times that which caused corrosion of black steel. Zinc (Zn) provided sacrificial protection for a period [approximately] 4 to 5 times that for the initiation of corrosion of black steel in equivalent conditions. At the cut ends of galvanized bars, the Zn locally protected the exposed steel to a distance of [approximately]8 mm. Epoxy coating imparted excellent overall corrosion protection. However, at points of damage to the coating and at the unrepaired cut ends of bars, localized corrosion on the exposed steel occurred over the same interval and to a similar extent as for uncoated steel. In many instances, corrosion proceeded along the bar under the epoxy coating with subsequent detachment of the coating. Repairs to cut ends of epoxy-coated bars did not delay corrosion of the steel substrate substantially.

OSTI ID:
5437900
Journal Information:
Corrosion (Houston); (United States), Journal Name: Corrosion (Houston); (United States) Vol. 50:1; ISSN 0010-9312; ISSN CORRAK
Country of Publication:
United States
Language:
English