COMPARATIVE STUDY ON COMPRESSIVE AND FLEXURAL STRENGTH OF STEEL FIBRE REINFORCED CONCRETE (SFRC) USING FLY ASH

The objective of this work is to study the behaviour of fly ash content with Steelfibres in concrete. In this work we focussed on the experimental results of M-30 grade of concrete with Hooked end steel fibres (HESF) ofvolumefractions,1%, 2% & 3% increment on absolute weight of concrete with aspect ratio (l/d) 80 and also cement is partially replaced with 10%, 20%, 30% of fly ash. Results obtained from compressive strength and flexural strength tests have been analyzed and comparedwith a control specimenfor 7 days and 28days are expressed graphically.