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     Research Journal of Applied Sciences, Engineering and Technology


Reinforcing Efficiency of Crimped Profile of Polypropylene Fibres on the Cementitious Matrix

V.M. Sounthararajan, S. Thirumurugan and A. Sivakumar
Structural Engineering Division, SMBS, VIT University, Vellore, Tamil Nadu, India
Research Journal of Applied Sciences, Engineering and Technology  2013  14:2662-2667
http://dx.doi.org/10.19026/rjaset.6.3755  |  © The Author(s) 2013
Received: February 11, 2013  |  Accepted: March 11, 2013  |  Published: August 10, 2013

Abstract

Fibre reinforcement in concrete is an effective solution for improving tensile properties of concrete. Different types of fibres such as steel, polypropylene, glass and polyester were commonly used in concrete. In the present study, the effect of adding crimped polypropylene fibres on the improvement in the compressive properties of hardened concrete was studied. Crimped polypropylene fibres with different levels of reinforcements index was investigated systematically with designed concrete mixtures consisting of various fibres dosages of 0.1 to 0.5% by volume of concrete. The effect of crimped profile of polypropylene fibres on the improvement in failure properties of concrete in compression and flexural tension were evaluated. Test results showed that polypropylene fibres showed higher fracture energy absorption and exhibited a marginal improvement in strength index and sudden failure is prevented resulting in multiple splitting cracks. The ultrasonic pulse velocity test results were also found to be consistent and exhibited a good integrity for all CPFRC concrete specimens. A maximum compressive strength was noted at an optimum dosage of 3.0% of CPFRC specimens with a strength value of 24.67 and 34.92 MPa at 7 and 28 days respectively.

Keywords:

Crimped polypropylene, fracture, superplasticizer, ultrasonic pulse velocity,


References


Competing interests

The authors have no competing interests.

Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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