Researchon Impact Resistance of Fibre Reinforced Concrete
K. Sai Abhinav1, C.Sreenivasulu2, P.Ukesh Praveen3, K.Salini4
1K. Sai Abhinav, Annamacharya Institute of Technology and Sciences, Tirupati, Andhra Pradesh, India.
2C. Sreenivasulu, Annamacharya Institute of Technology and Sciences, Tirupati, Andhra Pradesh, India
3P. Ukesh Praveen, Annamacharya Institute of Technology and Sciences, Tirupati, Andhra Pradesh, India.
4K. Salini, Annamacharya Institute of Technology and Sciences, Tirupati, Andhra Pradesh, India.
Manuscript received on 05 April 2019 | Revised Manuscript received on 12 April 2019 | Manuscript Published on 26 July 2019 | PP: 295-298 | Volume-8 Issue-6S4 April 2019 | Retrieval Number: F10600486S419/19©BEIESP | DOI: 10.35940/ijitee.F1060.0486S419
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: In this exam, an undertaking is needed to bear in mind the impact restriction of fiber bolstered concrete. on this exam, a easy, rational and reasonable drop weight test become finished on fiber invigorated cement as indicated with the resource of ACI board 544. Fibers containing steel, polypropylene, sisal have been used because the invigorating in four unmistakable quantity components, for instance, 0%,0.five%,1%,1.five%. The results validated that developing the quantity part of fiber prolonged the impact deterrent of sturdy version stood out from customary bond. The outcomes moreover shown that steel fibers are greater dominant at extending the impact test than severa strands.
Keywords: About Fibre Reinforced Concrete, Steel, Polypropylene, Sisal, Drop Weight Test, Impact Energy.
Scope of the Article: Social Sciences