Mechanical behaviour of corroded reinforced concrete beams—Part 2: Bond and notch effects

Author:

Castel A.,François R.,Arliguie G.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference8 articles.

1. Castel, A., François, R. and Arliguie, G., ‘Mechanical behaviour of a reinforced concrete beams damaged by reinforcement steel corrosion—Part 1: Experimental study of corroded beams’,Mater. Struct. 33 (233) (2000) 539–544.

2. François, R., Arliguie, G. and Castel, A., ‘Influence of service cracking on service life of reinforced concrete’, Proceedings, Second International Conference on Concrete under Severe Conditions, CONSEC 98, Tromsø, Norway (1998).

3. Schießl, P. and Raupach, M., ‘Laboratory studies and calculations on the influence of crack width on the chloride-induced corrosion of steel in concrete’,A. C. I. Materials Journal 94 (1997) 56–62.

4. Cairns, J., ‘Consequences of bond loss for behaviour of reinforced concrete beams’, Proceedings, 1st International Conference of structural fault and repair, Edinburgh, U.K., (1993) 149–154.

5. Minkarah, I. and Ringo, B. C., ‘Behaviour and repair of deteriorated reinforced concrete beams’ Transport Research Record 821, University of Cincinatti, Ohio, U.S.A. (1981).

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