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Ten simply supported grossly under-reinforced tapered concrete beams of full size were tested up to complete collapse under flexural effect .Out of 10 beams, 5 beams were non-fibrous and the remaining beams contained fibres. The beams had a variation in the tapered angle as 2°, 4°, 6°, 8° and 10°. The concrete mix, conventional steel and the type of fibre used were held constant. Flat corrugated steel fibres were utilized as secondary reinforcement. The strength and stability parameters were measured. It is established that the fibrous tapered beams can be used economically in earthquake prone areas.

High performance and serviceability of fibre reinforced concrete