Bond mechanism of FRP rebars to concrete

Author:

Katz A.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference15 articles.

1. Rasheeduzzafar, A., Dakhil, F., Bada, M., and Khan, M., ‘Performance of corrosion-resistance steel in chloride-bearing concrete’,American Concrete Institute (ACI) Materials Journal 89 (5) (1992) 439–448.

2. Clear, K. C., ‘Effectiveness of epoxy-coated reinforcing steel’,Concrete International 14 (5) (1992) 58–64.

3. Uomoto, T. and Ohga, H., ‘Performance of Fiber Reinforced Plastics for Construction Reinforcement’, Proceedings of Advanced Composites Materials in bridges and Structures, M. M. El-Bardy Editor. The Canadian Society for Civil Engineers. 1996, 125–132.

4. Nanni, A., Okamoto, T., Tanigaki, M. and Osakada, S., ‘Tensile properties of braided FRP rods for concrete reinforcement’,Cement & Concrete Composites 15 (3) (1993) 121–129.

5. Bank, L. C., Puterman, M. and Katz, A., ‘The effect of material degradation on bond properties of FRP reinforcing bars in concrete’,American Concrete Institute (ACI) Materials Journal 95 (3) (1998) 232–243.

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