Comparative Studies of Steel, Bamboo and Glass Fiber as Reinforcing Bars in Concrete Tensile and Flexural Characteristics

Authors(2) :-Pramod Patel, Rahul Satbhaiya

This study comparatively evaluated the flexural performance and deformation characteristics of concrete elements reinforced with bamboo (Bambusa vulgaris), Glass fiber and the twisted steel rebars. The yield strength (YS), ultimate tensile strength (UTS) and the elongation of 9 specimens of the three materials were determined using a universal testing machine. These beams of concrete strength 25 N/mm2 at age 7, 14 and 28 days were separately reinforced with bamboo, glass fiber and steel bars of same percentage, while the stirrups were essentially mild steel bars. It is Determined that out of three which material sample is suitable rebars for non-load bearing and lightweight RC flexural structures also bonding and load-carrying capacity.

Authors and Affiliations

Pramod Patel
P.G. Scholar, Department of Civil Engineering, Infinity Management and Engineering College, Madhya Pradesh, India
Rahul Satbhaiya
Assistant Professor and Head, Department of Civil Engineering, Infinity Management and Engineering College, Madhya Pradesh, India

Deformation, concrete beam, reinforcement, Tensile strength, Fiber.

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Publication Details

Published in : Volume 4 | Issue 6 | November-December 2020
Date of Publication : 2020-12-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 67-70
Manuscript Number : IJSRCE204612
Publisher : Technoscience Academy

ISSN : 2456-6667

Cite This Article :

Pramod Patel, Rahul Satbhaiya, "Comparative Studies of Steel, Bamboo and Glass Fiber as Reinforcing Bars in Concrete Tensile and Flexural Characteristics", International Journal of Scientific Research in Civil Engineering (IJSRCE), ISSN : 2456-6667, Volume 4, Issue 6, pp.67-70, November-December.2020
URL : https://ijsrce.com/IJSRCE204612

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