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Cathodic polarization and protection of simulated prestressed concrete pilings in seawater

Journal Article · · Corrosion (Houston); (United States)
DOI:https://doi.org/10.5006/1.3293510· OSTI ID:5111704
 [1];  [2];  [3]
  1. Florida Atlantic Univ., Hawthorne, NY (United States)
  2. Florida Atlantic Univ., Boca Raton, FL (United States). Center for Marine Materials
  3. Bureau of Materials and Research, Gainesville, FL (United States). Florida Dept. of Transportation
Experiments were conducted to determine the effectiveness of localized cathodic polarization for reducing corrosion of simulated prestressed concrete piles containing continuous and segmented tendons exposed to seawater. Conductive rubber was used as the anode material. Corrosion of the steel was enhanced for most specimens by admixing calcium chloride (CaCl[sub 2]) during concrete pouring. Specimens were polarized cathodically at constant potentials (current on) ranging from [minus]0.72 V[sub SCE] to [minus]1.10 V[sub SCE]. The magnitude of impressed current and its distribution along the embedded steel were monitored as a function of exposure time and level of polarization. Potential distributions for the continuous and segmented tendons were measured also. The level of cathodic polarization was assessed as a function of position along the specimens by the depolarization method and by post-test visual inspection. Protection was achieved where instant-off potentials were more negative than [minus]0.75 V[sub SCE]. Polarization was negligible at heights > [approximately]1 dm above the anode. Results were presented within the context of protecting marine pilings from corrosion.
OSTI ID:
5111704
Journal Information:
Corrosion (Houston); (United States), Journal Name: Corrosion (Houston); (United States) Vol. 50:3; ISSN 0010-9312; ISSN CORRAK
Country of Publication:
United States
Language:
English