Corrosion of Reinforcement in Relation to Presence of Defects at the Interface between Steel and Concrete-Reference-Cited by-同舟云学术

Corrosion of Reinforcement in Relation to Presence of Defects at the Interface between Steel and Concrete

Published:2005-08 Issue:4 Volume:17 Page:447-455
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Söylev T. A.¹²,François R.¹²

Affiliation:

1. Assistant Professor, Istanbul Kültür Üniversitesi, Dept. of Civil Engineering, E5 Karayolu Üzeri, Sirinevler 34191, Istanbul, Turkey.

2. Professor, INSA, Institut National des Sciences Appliquées, 135 Avenue de Rangueil, 31077 Cedex 04, Toulouse, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282005%2917%3A4%28447%29

Reference27 articles.

1. Corrosion rate monitoring in the laboratory and on-site

2. Effect of cement type on chloride binding and corrosion of steel in concrete

3. Corrosion of steel in concrete with and without silica fume

4. Degradation of the bond between concrete and steel under cyclic shear loading, monitored by contact electrical resistance measurement

5. Castel A. François R. and Arliguie G. (2000). “Factors other than chloride level influencing corrosion rate of reinforcement.” Proc. CANMET/ACI Durability of Concrete V. M. Malhotra ed. American Concrete Institute Detroit 629–644.

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