Behaviour of Concrete by Partial Replacement of Coarse Aggregate with Recycled Plastic Granules

S  Anka Rao; P Indra Sena reddy; T Prasanna Mani Kumar; V  Haraha Vardhan reddy; V Guru Bhanu Prasad; M Venkata Narayana Reddy

doi:10.55524/

Authors

S Anka Rao Assistant Professor, Department of Civil Department, Pace Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author
P Indra Sena reddy Students, Department of Civil Department, Pace Institute of Technology &Sciences, Ongole, Andhra Pradesh, India Author
T Prasanna Mani Kumar Students, Department of Civil Department, Pace Institute of Technology &Sciences, Ongole, Andhra Pradesh, India Author
V Haraha Vardhan reddy Students, Department of Civil Department, Pace Institute of Technology &Sciences, Ongole, Andhra Pradesh, India Author
V Guru Bhanu Prasad Students, Department of Civil Department, Pace Institute of Technology &Sciences, Ongole, Andhra Pradesh, India Author
M Venkata Narayana Reddy Students, Department of Civil Department, Pace Institute of Technology &Sciences, Ongole, Andhra Pradesh, India Author

DOI:

https://doi.org/10.55524/

Keywords:

Asbestos fiber concrete, Recron 3s fiberconcrete, Tensile strength and compressive strength

Abstract

In this paper All countries are focusing on sustainable technology that can be economical and adopted for the use of concrete in a better way. Concrete is most widely used construction material and it possess very low tensile strength, shear strength and brittle characteristics. In order to improve this property a new construction materials were developed through research and development work called asbestos fiber concrete and recron 3s fibers concrete. M30 gradeof concrete was designed. The addition of asbestos fiber and recron 3S fiberthe concrete. To determine the properties like tensile strength, compressive strength and flexural strength were performed at different ages like 7,14 and 28 days. The addition of asbestos fiber varies from 0%, 0.25%, 0.5%, 0.75%and 1% by volume of concrete and recron 3S fiber varies from 0%, 0.25%, 0.5%, 0.75% and 1% by volume of concrete.

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References

Harish Kumar and Anandh., "Bond behavior of coconut fiber and recron fiber in concrete", IJRET: Journal of Engineering Technology, Vol.04, Issue No.04, eISSN: 2319- 1163, pISSN: 2321-7308, 2015.

Leshma.K.R. “Experimental Investigation on Hybrid Fibre Reinforced Concrete Exterior Beam Subjected to Monotonic Loading”, International Journal of Science and Engineering Research, Vol 3, Issue No.04, pp.3221 - 5687, 2015.

Anand S, Leeladhar Pammar., "Experimental Study on Hybrid Fiber Reinforced Concrete Structures", International Association for Science and Technology Innovation (ISO 3297: 2007 Certification Organization) Vol. 5, Special Issue 9, May 2016 By copyright Lee Myung Bak: 10.15680 / IJIRSET.2016.0505510 59.

Ramesh. Bhaskar1, rudhvirajnaidu3., "A Review on Various Fiber Reinforced Self - Compacting Concrete" International Journal of Applied Mathematics, Vol.19 No.117 2018, 2771-2783.

Akim Choudappa Yallappa, Marabathina Mahe swara Rao, Vinod Nagpue, "Experimentl Study of Recron 3s Fiber Reinforced Concrete", International Journal of Engineering and Development Emerging Trends, Issue 5, Vol. 6 (October-November 2015) ISSN 2249- 6149.