摘要：An experimental investigation has been carried out to study the behavior of Reinforced Concrete Beams under Flexure using Bagasse Ash as partial replacement of cement by 10%, 20% and 30%. The mix was designed based on ACI method to obtain a concrete grade of M30. The mechanical properties of the mixes were tested using auxiliary specimens by maintaining the Water Binder ratio at 0.50. Test results of the auxiliary specimens indicate that concrete containing Bagasse Ash to the extent of 10% and 20% shows better strength characteristics when compared to the concrete with 30%. Test results indicated that the specimen with 20% replacement of cement by Bagasse Ash has better ultimate load carrying capacity and durability. Thus the beam specimens were cast for the optimized percentage of 20% replacement of cement with Bagasse ash and tested under two point loading. The performances of Bagasse ash beam were compared with the control beam based on the Load-Deflection, Moment- Rotation, Moment- Curvature and Ductility.
