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An Experimental Study on Steel Fibre Reinforced Concrete Deep Beams with and Without Web Openings

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An Experimental Study on Steel Fibre Reinforced Concrete Deep Beams with and Without Web Openings


Arun Kumar C J | Dr. S Rajendra | Dr. Kumar K | Dr. G R Manjunath



Arun Kumar C J | Dr. S Rajendra | Dr. Kumar K | Dr. G R Manjunath "An Experimental Study on Steel Fibre Reinforced Concrete Deep Beams with and Without Web Openings" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-8 | Issue-3, June 2024, pp.413-418, URL: https://www.ijtsrd.com/papers/ijtsrd64829.pdf

Deep beams are widely used as transfer girders in offshore structures and foundations, walls of bunkers and load bearing walls in buildings. The load transfer in the deep beam get interrupt when the openings are provided, which will decrease the shear carrying capacity and its serviceability. Adequate measures should be taken against the strength of deep beam when such openings are unavoidable. Literature shows there are limited studies reported on deep beam strength with circular openings. The present experimental study deals with the ultimate strength and behaviour of simply supported steel fibre reinforced concrete deep beams having dimensions 750mm×325mm×75mm (L x D x b) with and without circular openings were tested under gradually increasing two-point loading. The deflection and crack pattern are studied for deep beam with the influence of steel fibre content (i.e. from 0 to 1 percent). The average of six deep beams for each percentage of steel fibres were tested for shear carrying capacity of beam. The experimental results are compared with the theoretical formula for ultimate load carrying capacity. Also, this study indicates the effective location of circular opening in the deep beams.

Deep beam, Web Opening, SFRC


IJTSRD64829
Volume-8 | Issue-3, June 2024
413-418
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

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