PERFORMANCE OF HYBRID FIBRE REINFORCEDCONCRETE

Authors

  • Srujan Varma Kaithoju Research Scholar, Jawaharlal Nehru Technological University, Hyderabad, India
  • Dashrath Singh Assistant Professor, Civil Engineering, Kakatiya Institute of Technology and Science, Warangal, India. Civil Engineer and Enterpreneur, Telangana, India
  • Nagarapu Hari Krishna Assistant Professor, Civil Engineering, Kakatiya Institute of Technology and Science, Warangal, India. Civil Engineer and Enterpreneur, Telangana, India
  • Naini Jignesh Patel Post Graduate Student, FANSHAWE College, Ontario, London N5V 1Z

Keywords:

Hybrid Fibre Reinforced Concrete (HFRC), steel fibre, glass fibres, polypropylene fibres, optimum dosage, compressive strength, split tensile strength, stress-stain behaviour, and flexural behaviour

Abstract

In the present study, the optimum dosage of fibres in Hybrid Fibre Reinforced Concrete (HFRC) and the
compressive strength, split tensile strength, stress strain characteristics and flexural behaviour of Hybrid Fibre
Reinforced Concrete (HFRC) with addition of glass fibre, polypropylene fibre and steel fibre was investigated. Cubes,
Cylinders and beams were cast by adding fibres to cement by volume fraction at various percentages like steel fibre (
0% ,0.4% ,0.8% ,1.2% ,1.6% ) , glass fibres ( 0% ,0.2%, 0.4% ,0.6% ,0.8% ) and polypropylene fibres ( 0% ,0.2%, 0.4%
,0.6% ,0.8% ).Compression and Split tensile tests were done on cubes and cylinders respectively to obtain the optimum
dosage of fibres, stress strain characteristics were found by testing the cylinders and flexural tests were conducted on
beams to determine the flexural behaviour of Hybrid Fibre Reinforced Concrete.

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Published

2019-06-30

How to Cite

Srujan Varma Kaithoju, Dashrath Singh, Nagarapu Hari Krishna, & Naini Jignesh Patel. (2019). PERFORMANCE OF HYBRID FIBRE REINFORCEDCONCRETE. International Journal of Technical Innovation in Modern Engineering & Science, 5(16), -. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/3162

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