High Performance And Serviceability Of FibreReinforced Concrete
作者： P. J. Sasturkar
DOI: 10.2495/HPSM120261
关键词: Flexural strength 、 Structural engineering 、 Serviceability (structure) 、 Reinforcement 、 Concrete beams 、 Materials science
摘要: Ten simply supported grossly under-reinforced tapered concrete beams of full size were tested up to complete collapse under flexural effect .Out 10 beams, 5 non-fibrous and the remaining contained fibres. The had a variation in angle as 2°, 4°, 6°, 8° 10°. mix, conventional steel type fibre used held constant. Flat corrugated fibres utilized secondary reinforcement. strength stability parameters measured. It is established that fibrous can be economically earthquake prone areas.
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