Abstract :

The Objective Of This Investigation Was To Study The Behaviour Of Steel Fibre Reinforced Concrete (SFRC). Hooked End Fibres And Corrugated Fibres With Aspect Ratio Of 55 Were Used. Specimens Were Cast Without Fibres And With Fibres Of 0.5% And 1%. Tests Were Conducted For Studying The Compressive, Tensile, Flexural Strength And Energy Absorption.Compressive And Split Tensile Tests Were Conducted On Cubes And Cylinders Respectively. 15 Beams Of Dimension 700x150x150mm Were Cast And Tested Under Two Point Loading To Find Flexural Strength, Toughness And Stiffness. An Empirical Equation For Finding The Toughness Index Was Developed Based On Fibre Percentage.500x500x50mm And 500x 500x100mm. Static Point Load Test Was Conducted On Each Panel To Calculate The Energy Absorption, Ductility Index And Secant Stiffness Was Found.

Published:

04-8-2026

Issue:

Vol. 26 No. 8 (2026)

Page Nos:

451 - 461

Section:

Articles

License:

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

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