Potential use of zinc in the repair of corroded reinforced concrete

Cement and Concrete Composites

Volumn 28, Issue 8, 2006, Pages 707-715

  Wang, K ^a   Helene, P R L ^b   Monteiro, P J M ^c  

^a Iowa State University of Science and Technology   (United States)

^b UNIVERSITY OF SÃO PAULO   (Brazil)

^c Berkeley   (United States)

Author keywords

Corrosion; Reinforced concrete; Repair; Zinc

Indexed keywords

COMPLEXATION; CORROSION; JOINTS (STRUCTURAL COMPONENTS); REPAIR; STEEL; ZINC;

CORRODED REINFORCED CONCRETE; LEAKING JOINT; ZINC-STEEL CONTACT AREA;

REINFORCED CONCRETE;

EID: 33746864423     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2006.05.017     Document Type: Article

References (6)

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3. Hansson C.M., and Soreson B. The threshold concentration of chloride in concrete for the initiation of reinforcement corrosion. In: Berke N.S., Chaker V., and Whiting D. (Eds). Corrosion rates of steel in concrete ASTM STP 1065 (1990), American Society for Testing and Materials, Philadelphia 3-16
4. Andrde C., and Gouzalez J.A. Quantitative measurements of corrosion rate of reinforcing steels embedded in concrete using polarization resistance measurements. Werkst Korros 29 (1978) 515
5. Andrade, and Alonso. Corrosion rate monitoring in the laboratory and on-site. Constr Build Mater 10 5 (1996) 315-328
6. Jones D.A. Principles and prevention of corrosion (1992), Macmillan Publishing Company, New York