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Experimental and analytical analysis

Prestressed steel fibre reinforced concrete beams


Despite the wide research and the continuously increasing structural applications of fibre reinforced concrete (FRC), the use is still restricted with respect to its potentials. This is mainly caused by the lack of international building codes for FRC structural elements and the incomplete understanding of its complex behaviour. This paper therefore presents the results of an experimental and analytical investigation on the shear capacity of 6 prestressed steel fibre reinforced concrete beams. The beams are subjected to a four-point bending test until failure and the main investigated parameters are the fibre dosage, the amount of prestressing and the amount of shear reinforcement. Both traditional mechanical measurement devices as advanced optical techniques are used.

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CPi worldwide journals are trade journals for the concrete and precast concrete industry that are published in 12 different language editions in more than 170 countries. These trade journals, with their practical editorial reporting on research, production and applications, are specifically addressing the decision makers of the concrete and precast concrete industry.

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