Online ISSN: 2515-8260

BEAMS STRENGTHENED BY GLASS FRP LAMINATES BYFLEXURAL BEHAVIOUR OFHYBRID FIBER REINFORCED CONCRETE

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G. Swarnalakshmi1 , A. Sekar2 , S.Prasath kumar3 , S.Arulmozhi4

Abstract

The flexural conduct of remotely justified fiber solid compound (GFRP) concrete (RC) radiates fusing each 'basalt' and 'polyolefin' filaments at a persevering connection of 70:30 and in a few blends of fiber volume portions (Vf) extending from zero-2% (at a tireless addition zero-0.5%) were explored, to highlight to part of reinforcing and conjointly the cross breed strands in radiates. type of pillars, altogether a controlled shaft, GFRP covered RC bar and overlaid half breed fiber solid bars. Were projected and tried under a four-reason bowing. The outcomes demonstrate that there is a 'joined impact' of cover and consolidation of the upper than half and half filaments in contributory to the truly high burden conveying ability and improved physical property of overlaid HFRC bar. fundamentally fiber volume substance of 1.5%.

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