Numerical modeling of the rebar/concrete interface: case of the flat steel rebars

Author:

Phan T. S.,Tailhan J.-L.,Rossi P.,Bressolette Ph.,Mezghani F.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference24 articles.

1. Rossi P, Wu X (1992) A probabilistic model for material behaviour analysis and appraisement of concrete structures. Mag Conc Res 44(161):271–280

2. Rossi P, Wu X, LeMaou F, Belloc A (1994) Scale effects on concrete in tension. J Mater Struct 27(172):437–444

3. Tassios TP (1979) Properties of bond between concrete and steel under load cycles idealizing seismic action. Bull d’information du CEB 131:65–122

4. Romdhane MRB, Rossi P, Ulm FJ (1999) The steel-concrete interface revisited: micro-mechanical analysis. Concr Sci Eng 1:215–221

5. Ozbolt J, Eligehausen R (1992) Numerical simulation of cycling bond-slip behaviour. In: Proceedings of international conference on Bond in Concrete CEB, pp 12.27–12.33

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