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  • 1 Department of Civil Engineering, Jawaharlal Nehru Technological University, Anantapur, India
  • | 2 Department of Civil Engineering, Annamacharya Institute of Technology and Sciences, Tirupati, India
  • | 3 Department of Civil Engineering, National Institute of Technology, Srinagar, Jammu and Kashmir, India
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Abstract

This paper analyses the structural behavior of reinforced self-compacting concrete beams under two-point loading. A total number of five beams were cast with varying quantities of alccofine (i.e., 0, 5, 10, and 15%) and constant dosage of fly ash (i.e., 25%) and tested for examining the load-deflection curves and ultimate moment carrying capacity of reinforced self-compacting concrete beams. From obtained experimental results, it was found that the load-carrying capacity was increased when the beam with the addition of alccofine and fly ash is compared with the normal concrete beam. The experimental obtained ultimate strength values were compared with theoretically predicted values using IS 456-2000, ACI 318-11, and CSA A23.3-04 codes.

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