Cover cracking as a function of bar corrosion: Part I-Experimental test

Author:

Andrade C.,Alonso C.,Molina F. J.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference21 articles.

1. Brown, R. D., Geoghegan, M. P. and Baker A. F., ‘Corrosion of reinforcement in concrete construction’, Ch. 13. A. P. Crane Ed. SCI Publisher. London 1983.

2. Funhashi, M., ‘Predicting corrosion-free service life of a concrete structure in a chloride environment’,ACI Mater. J. (Nov–Dec 1990) 581.

3. Sygula, S. and Riz, K., ‘Longitudinal cracking and its relation to service life of reinforced concrete bridges’, in Proceedings of ACI-RILEM International Symposium on Long-term observation of Concrete Structures’, Budapest, 1984, pp. 182–192.

4. Braun, K., ‘Prediction and evalution of durability of reinforced concrete elements and structures,’ in Proceedings of 4th Conference on Durability of Building Material and Components, Singapore, 1987, pp. 383–388.

5. Uomoto, T. and Misra, S., ‘Behaviour of concrete beams and columns in marine environment when corrosion of reinforcing bars takes place’, in ACI SP-109, Proceedings of 2nd International Conference on Concrete in Marine Environment, St. Andrews-by-the-Sea, Canada 1988, pp. 127–146.

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