Experimental and theoretical investigation of the shear resistance of steel fibre reinforced prestressed concrete X-beams—Part II: Theoretical analysis and comparison with experiments

Author:

Elliott K. S.,Peaston C. H.,Paine K. A.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference28 articles.

1. Narayanan, R. and Darwish, I. Y. S., ‘Shear in prestressed concrete beams containing steel fibres’,International Journal of Cement Composites and Lightweight Concrete 9 (1987) 81–90.

2. Abdul-Wahab, H. M. S. and Al-Kadhimi, S. G., ‘Effect of SFRC on shar strength of prestressed concrete beams’,Magazine of Concrete Research 52 (1) (2000) 43–51.

3. Lorentsen, M., ‘Steel fibre concrete for structural elements’, in steel Fiber Concrete, US—Sweden Joint Seminar, 3–5 June 1985, Stockholm, Sweden (1985), 421–442.

4. Balaguru, P. N. and Ezeldin, A. S., ‘Behaviour of partially prestressed beams made with high strength fiber reinforced concrete’, in ACI SP105-Fiber Reinforced Concrete Properties and Applications, (1987) 419–434.

5. Shin, S. W., Oh, J. G. and Ghosh, S. K., ‘Shear behaviour of laboratory-sized high strength concrete beams reinforced with bars and steel fibers’, ACI SP142—Fiber Reinforced Concrete-Developments and Innovations, (1994) 187–200.

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