Shear Strength Improvement of Deep Beams by using Hooked End Steel Fibers |
Author(s): |
| Mrs. S. V. Mahamuni , RSCOE IIndShift Polytechnic , Maharashtra, India |
Keywords: |
| Deep Beams, Steel Fibers, Hooked End Steel Fibers, Reinforced Concrete, Two Point Loading Method |
Abstract |
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This document presents the Effect of steel fibers in performance of Deep Beams. Various steel fibers are available to improve the strength of Reinforced concrete members. The aim of present work is to study the suitability of use of steel fibers in deep beams. The present work includes the study of Hooked end Steel fibers used in Reinforced concrete deep beams. Hooked end steel fibers are added in Reinforced concrete deep beams by 0%, 0.5%, 1%, 1.5%, 2% and 3% of volume. For each percentage three samples are prepared and tested by two Point loading method. In this study, the practical difficulties also will be observed for testing the samples of Deep Beams in which steel fibers are used. |
Other Details |
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Paper ID: IJSRDV7I90369 Published in: Volume : 7, Issue : 9 Publication Date: 01/12/2019 Page(s): 480-481 |
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