IJERT-EMS
IJERT-EMS

Experimental Study on Flexural Behaviour of Glass Fiber Reinforced Concrete Beam using Self Compacting Concrete


Experimental Study on Flexural Behaviour of Glass Fiber Reinforced Concrete Beam using Self Compacting Concrete
Authors : Priya P
Publication Date: 27-06-2017

Authors

Author(s):  Priya P

Published in:   International Journal of Engineering Research & Technology

License:  This work is licensed under a Creative Commons Attribution 4.0 International License.

Website: www.ijert.org

Volume/Issue:   Volume. 6 - Issue. 06 , June - 2017

e-ISSN:   2278-0181

 DOI:  http://dx.doi.org/10.17577/IJERTV6IS060455

Abstract

Self-compacting concrete is one of "the most revolutionary developments" in concrete research; this concrete is able to flow and to fill the most restacked places of the form work without vibration. There are several methods for testing its properties in the green state: the most frequently used are slump flow test, L box and V funnel. This work presents properties of self-compacting concrete, mixed with fly ash and S-Type Glass fiber. The test results for acceptance characteristics of self-compacting concrete such as slump flow; V-funnel and L-Box are presented. Further, compressive strength, split tensile strength and flexural strength at the ages of 7, 14, 28 days was also determined and results are included here. An attempt has been made in the investigation reported in this paper to study the strength behaviour of fibre reinforced SCC structural subjected to flexure for M 60 grade of Concrete

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