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Continuous unidirectional carbon fibre-reinforced concrete beams

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conference contribution
posted on 2024-11-15, 12:08 authored by Manouch Salehi, Muhammad HadiMuhammad Hadi
This paper reports a set of experimental results for continuous unidirectional carbonfibre-reinforced concrete beams. The fibers are embedded at different layers in thetension side of the beam below the neutral axis. All together nine concrete beamswere constructed and tested, three of which contained no reinforcement. The carbonfibre-reinforced concrete beam load-deflection results are presented graphically forthree beams with one-layer, one with two-layers and two with four-layers ofcontinuous unidirectional fibres. The maximum deflections of the reinforced beamsare compared with those of plain concrete beams.

History

Citation

Salehi, M. & Hadi, M. N. (2007). Continuous unidirectional carbon fibre-reinforced concrete beams. In B. H. V. Topping (Eds.), International Conference on Civil, Structural and Environmental Engineering Computing (p. 17). Stirlingshire, Scotland: Civil-Comp Press.

Parent title

Proceedings of the 11th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2007

Pagination

17

Language

English

RIS ID

20572

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