Assessment of shear capacity methods of steel fiber reinforced concrete beams using full scale prestressed bridge beams

Author:

Bendtsen Bo,Sanjayan Jay G.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference15 articles.

1. Parra-Montesinos GJ (2006) Shear strength of beams with deformed steel fibers. Concr Int 28(11):57–66

2. Aoude H, Belghiti M, Cook WD, Mitchell D (2012) Response of steel fiber-reinforced concrete beams with and without stirrups. ACI Struct J 109(3):359–367

3. Minelli F (2005) Plain and fiber reinforced concrete beams under shear loading: structural behaviour and design applications. PhD thesis, Department of Civil Engineering, University of Brescia, Starrylink Editrice, Brescia

4. Minelli F, Plizzari GA (2006) Steel fibers as shear reinforcement for beams. In: Proceedings of the second International fib congress, Naples

5. Foster S (2010) Design of FRC beams for shear using the VEM and the draft Model Code approach. In: fib Bulletin 57: Shear and punching shear in RC and FRC elements, pp 195–210

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