TECHNICAL PAPERS
Dec 1, 2001

Effect of Bars Properties on Bond Strength of Galvanized Reinforcement

Publication: Journal of Materials in Civil Engineering
Volume 13, Issue 6

Abstract

Galvanized coating is used to prevent corrosion of reinforcing bars. Contrary to steel, this coating reacts with the surrounding aqueous phase of the cement paste and induces a delay in the hydration of the interfacial zone. This paper describes an experimental study of this effect on bond strength of the reinforcement. This effect is evaluated by testing specimens with smooth bars, ribbed bars placed in a horizontal or vertical position, or machined bars with different rib heights. The results indicate that the bond performance of galvanized bars depends on the failure zone of the concrete surrounding the reinforcement and on the time of testing. The type of bar and the rib height of the reinforcing bar are designated as the parameters affecting the bond failure of galvanized bars.

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References

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 13Issue 6December 2001
Pages: 454 - 458

History

Received: Dec 7, 1999
Published online: Dec 1, 2001
Published in print: Dec 2001

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Authors

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PhD Student, Laboratoire Matériaux et Durabilité des Constructions, INSA/UPS Génie Civil, Complexe Scientifique de Rangueil, 31077 Toulouse Cedex 04, France.
Prof., Laboratoire Matériaux et Durabilité des Constructions, INSA/UPS Génie Civil, Complexe Scientifique de Rangueil, 31077 Toulouse Cedex 04, France.
Prof., Laboratoire Matériaux et Durabilité des Constructions, INSA/UPS Génie Civil, Complexe Scientifique de Rangueil, 31077 Toulouse Cedex 04, France.

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