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     Research Journal of Applied Sciences, Engineering and Technology


Experimental Study on the Behavior of Glass Fiber Concrete

1Govindarajan S. and 2Muthuramu K.L.
1Department of Civil Engineering, N.P.R. College of Engineering and Technology, Natham, Dindigul-624401, Tamilnadu, India
2Shanmuganathan Engineering College, Arasampatti, Pudukkottai District-622507, Tamilnadu, India
Research Journal of Applied Sciences, Engineering and Technology  2014  7:1448-1449
http://dx.doi.org/10.19026/rjaset.7.416  |  © The Author(s) 2014
Received: May 29, 2013  |  Accepted: July 01, 2013  |  Published: February 20, 2014

Abstract

Our aim to study the behaviour Glass Fibre Concrete with the ratio of (1 to 5%) by volume of fraction and study the mechanical properties of concrete by carrying compressive strength, flexural strength test and splitting tensile strength test. Many methods have recommended for mix proportioning of concrete all over the world. Among those methods, ACI method was selected for our project.

Keywords:

Floating table test, , glass fibers, , slump test, , strength properties, , super plasticizer,


References

  1. Henrik, S. and C.L. Victor, 2004. Classification of fiber reinforced cementitious materials for structural applications. Proceeding of the 6th Rilem Symposium on FRC. Varenna, Italy, September 20-22, pp: 197-218.
  2. Majumdar, A.J. and V. Laws, 1991. Building Research Establishment Book on Glass Fiber Reinforced Cement. 2nd Edn., BSP Professional, Oxbord, Boston.
  3. Mota, C., S. Almina and D. Svecova, 2006. Critical review of deflection formulas for FRP-RC members. J. Compos. Constr., 10(3): 183-194.
    CrossRef    
  4. Saint Gobain Vetrotex, C.F., 2002. Why Alkaline Resistant Glass Fibers. In Technical Data Sheets.
    Direct Link
  5. Sivakumar, A. and M. Santhanam, 2007. Mechanical properties of high strength concrete reinforced with metallic and non-metallic fibers. Cement Concrete Comp., 29: 603-608.
    CrossRef    

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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