Chloride penetration into concrete in marine environment—Part I: Main parameters affecting chloride penetration-Reference-Cited by-同舟云学术

Chloride penetration into concrete in marine environment—Part I: Main parameters affecting chloride penetration

Published:1999-05 Issue:4 Volume:32 Page:252-259
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mat. Struct.

Author:

Costa A.,Appleton J.

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/BF02479594.pdf

Reference34 articles.

1. Tuutti, K., ‘Corrosion of steel in concrete’, (Swedish Cement and Concrete Research Institute, Stockolom, 1982).

2. Browne, R. D., ‘Mechanisms of corrosion of steel in concrete in relation to design, inspection, and repair of offshore and coastal structures’, in ACI SP-65, Proceedings of the International Conference on Performance of Concrete in Marine Environment, St. Andrews by-the-sea, Canada, 1980, 169–203.

3. Browne, R. D., ‘Design prediction of the life for reinforced concrete in marine and other chloride environments’,Durab. of Build. Mater.,1 (1982) 113–125.

4. Andrade, C., Alonso, M. C. and Molina, F. J., ‘Cover cracking as a function of bar corrosion: Part I—Experimental test’,Mater. Struct. 26 (1993) 453–464.

5. González, J. A., Andrade, C., Alonso, C. and Feliu, S. ‘Comparison of rates of general corrosion and maximum pitting penetration on concrete embedded steel reinforcement’,Cem. Concr. Res. 25 (2) (1995) 257–264.

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