Experimental study on Flexural Behavior of Reinforced Solid and Hollow Concrete Beams

The incessant uptick in the prices of steel reinforcement and cement steer to the dredging up ways to minimize the weight of concrete. This directly reflects on the total outlay for the construction project. In addition to this, anthropogenic CO2 generatedduring cement and steel production leads to disturbance to landscape, dust and noise and other significant environmental problems. In reinforced concrete beams, strength of concrete lying in and near neutral axis is not fully utilized and hence thisconcrete can be supplanted with any light weight material. The idea of providing hollow section to the beam by incorporatingPVC pipe in order to reduce the weight of the structure is one of the solutions for light weight beam structure. To check thesuitability of such beam structures, an experimental testing was conducted to identify the flexural strength, deflection profile andcrack pattern of the solid and hollow beam samples. For this, 6 beams each with dimension (200mm*300*2300) mm were takenwith 2 beam samples being solid whereas remaining beams with longitudinal circular hollow section below neutral axis at calculated depth.M30 Grade of concrete was used. The beam samples were finally tested under gradually increasing two pointsloading and Linear Variable Displacement Transducer (LVDT) was used to measure the deflection produced