Experimental evaluation of flexural behavior of HPFRCC beams reinforced with hybrid steel and GFRP bars

Author:

Moolaei Sajad,Sharbatdar Mohammad Kazem,Kheyroddin Ali

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference29 articles.

1. Arya C, Ofori-Darko FK, Pirathapan G (1995), “FRP rebars and the elimination of reinforcement corrosion in concrete structures. Non-metallic (FRP) Reinforcement for Concrete Structures: Proc., 2ndInt. RILEM Symp. E & FN Spon, London, 227–234.

2. Tan KH. (1997), “Behavior of hybrid FRP-steel reinforced concrete beams.” Proc., 3rd Int. Symp. On Non-Metallic (FRP) Reinforcement for Concrete Structures (FRPRCS-3), Japan Concrete Institute, Tokyo, 487–494Institute, Tokyo, 487–494.

3. Structural performances of concrete beams with hybrid (fiber reinforced polymer-steel) reinforcements;Aiello;J Compos Constr, ASCE,2002

4. Leung, H.Y., Balendran R.V., (2003), “Flexural behavior of concrete beams internally reinforced with GFRP rods and steel rebars”, Structural Survey, Vol. 21 Issue: 4, pp.146-157

5. Qu, W. J., Zhang, X. L., and Huang, H. Q. (2009), “Flexural behavior of concrete beams reinforced with hybrid (GFRP and steel) bars”, J Compos Constr.

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