Experimental Study and Comparison of Test Results on Fiber Reinforced Concrete

Abstract

In the present work, an attempt is made to investigate the compressive strength, Split tensile and flexural strength of concrete made with fiber reinforced concrete by using hooked end steel fibers, For this investigation, the cube and cylinder are cast of standard size and the beam specimens of 100 mm in width, 100 mm in depth, and 500 mm in length are cast, Steel fibers are varied from 0.0 % up to 1 % volume fraction. All the beam specimens are tested under two-point loading up to failure, and failure load, are recorded concisely and precisely.