摘要：This paper presents an investigation on the flexural behaviour of High Performance concrete beams produced from metakaolin and quarry dust. The quarry dust be an economic alternative to the river sand. In this investigations Metakaolin as partial cement replacement and Quarry dust as partial fine aggregate replacement. A total of 8 specimens were considered and there reinforcement ratios are uniform (0.75%) were fabricated and tested under both static and cyclic loading. It was observed that the deflection characteristics, crack Patten, ductility indices, compressive strain, tensile strain, ultimate load carrying, moment wise curvature of the beam the results were compared with Conventional Concrete beams.
