A STUDY ON MECHANICAL PROPERTIES OF THE WASTE-PLASTICBANNER-FIBER REINFORCED CONCRETE

Authors

  • T Naresh Asst Professor, Christu Jyothi Institute of Technology and Science
  • Dr.S Sunil Pratap Reddy Associate Professor, Kakatiya Institute of Technology & Science
  • Dr. D Ravi Prasad Associate Professor, NIT Warangal

Keywords:

Compressive strength, splitting tensile strength, modulus of rupture, modulus of elasticity, waste plastic banner fiber

Abstract

The objective of this research is to determine the mechanical properties of the waste-plastic-banner-fiber
reinforced concrete: compressive strength, splitting tensile strength, rupture modulus and modulus of elasticity.
Concrete mixtures with different proportions of waste plastic banner fiber were produced and tested: 0%, 0.25%,
0.5%, 1.0%, 2.0% of waste plastic banner fiber. The tests showed that the addition of fiber splitting tensile strength by
14.28% and produce the modulus of elasticity y 0.5% from the total concrete volume will increase the s as high as
23,025 MPa (up to 12% from the normal mix) and yield the concrete compressive strength of 35.56 MPa (up to 4.95%
of the normal mixture). The rupture modulus will increase by 4.11% as the addition of 0.25% of waste plastic banner
fiber.

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Published

2019-06-30

How to Cite

T Naresh, Dr.S Sunil Pratap Reddy, & Dr. D Ravi Prasad. (2019). A STUDY ON MECHANICAL PROPERTIES OF THE WASTE-PLASTICBANNER-FIBER REINFORCED CONCRETE. International Journal of Technical Innovation in Modern Engineering & Science, 5(16), -. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/3152

Issue

Vol. 5 No. 16 (2019): SPACE-2019 (Second National Conference on Sustainable Practices & Advances in Civil Engineering)

Section

Articles