This paper is published in Volume-4, Issue-5, 2018
Area
Concrete Technology
Author
Deepak Gour, Sherin Felix
Org/Univ
LNCT University, Bhopal, Madhya Pradesh, India, India
Pub. Date
05 October, 2018
Paper ID
V4I5-1327
Publisher
Keywords
Recycled steel fiber, Silica fume, Admixture, Workability, Compressive strength, ISAT

Citationsacebook

IEEE
Deepak Gour, Sherin Felix. Study on strength and initial surface absorption of concrete using recycled steel fiber, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
Deepak Gour, Sherin Felix (2018). Study on strength and initial surface absorption of concrete using recycled steel fiber. International Journal of Advance Research, Ideas and Innovations in Technology, 4(5) www.IJARIIT.com.

MLA
Deepak Gour, Sherin Felix. "Study on strength and initial surface absorption of concrete using recycled steel fiber." International Journal of Advance Research, Ideas and Innovations in Technology 4.5 (2018). www.IJARIIT.com.

Abstract

Experimental investigation on Re-using Steel Wire from Tyres for Fibre Reinforced concrete was carried out by researchers. Steel Fibres are most popular metallic fibers used for the production of Steel Fibre Reinforced Concrete particularly from the point of view of strength and ductility in the present experimental investigation, attempts are made to study on the various strength properties like compressive strength, split tensile strength, an also durability properties ISAT test was held on long-term durability properties of tire steel fiber. Experiments were conducted for both Ordinary Concrete and steel Fibre Concrete with different percentages It was observed that as the addition of waste tyre steel fibers to concrete mix increases, the workability of the concrete mix was found to decrease as compared to control mix. At an optimum dosage of WTSF, the increase in compressive strength of glass fibre concrete mixes compared with control mix. The percentage increase of split tensile strength of WTSF concrete mixes compared with control mix by weight of the binder. The addition of waste tyre steel fibers into the concrete mixture marginally improves the compressive strength at 28 days. It is observed from the experimental results and its analysis, that the compressive strength of concrete, splitting tensile strength of concrete increases with the addition of 1% Percentage of waste tyre steel fibers.