Tests on Bond of Galvanized Rebar and Concrete Cured in Seawater

Author:

Andrade C.1223,Arteaga A.1223,López-Hombrados C.1223,Vázquez A.1223

Affiliation:

1. Sr. Res., IETcc-CSIC, Serrano Galvache s/n 28033, Madrid, Spain.

2. Res. Engr., IETcc-CSIC, Serrano Galvache s/n 28033, Madrid, Spain.

3. Sr. Res., CENIM-CSIC, Avenida Gregorio del Amo s/n 28003, Madrid, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. Arliguie G. Duval R. and Longuet P. ( 1979). “Comportement du zinc dans les pâtes de ciment.” Ciments Betons Platres Chaux 4/79(719) 201–206.

2. Bird C. E. ( 1964). “Influence of minor constituents in portland cement in the behavior of galvanized steel in concrete.” Corrosion Prevention & Control 11(7) 17.

3. Cornet I. and Bresler B. ( 1966). “Corrosion of steel and galvanized steel in concrete.” Mat. Protection 69.

4. De Larrard F. Schaller I. and Fuchs J. ( 1993). “Effect of bar diameter on the bond strength of passive reinforcement in high-performance concrete.” ACI Mat. J. 333–339.

5. Hofsoy A. and Gukild I. ( 1969). “Bond studies on hot dip galvanized reinforcement in concrete.” ACI Mat. J. (March) 174–184.

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