To determine the flexural properties of R.C.C beam using different composite materials as a replacement of main reinforcement in a beam
SHUBHAM GOUR GOUR
Paper Contents
Abstract
In this thesis Comparative Study R.C.C. Beam Durability of Bamboo-Glass Fiber Mix Reinforced Polymer Matrix Hybrid Composites System Bamboo fibers show promising results in terms of concrete strength and avoid undesirable brittle failure. However, an updated assessment is needed which collects all the relevant important information and provides an easy for the reader to judge the suitability of bamboo fibers. Therefore, in this thesis is carried out on bamboo fiber-reinforced concrete to present past and recent research that was already done by another researcher. The fresh properties, structural properties, performance in elevated temperature, durability, and morphology structure are the main parameters of this review. Results indicate that bamboo fibers decreased the concrete flow like other types of fiber such as steel fiber etc. However, an increase in strength parameters was also detected with the addition of bamboo fibers. To validate our result, we used that studied on composites produced from chopped stranded use of fibers considerably improved the flexural strength of concrete, and fiber-reinforced concrete has the potential to hold on to concrete cracks and prevent concrete beams from collapsing Reliability and durability of buildings and civil infrastructure should be high. Although extensive research has been conducted on synthetic and natural color reinforcing materials over the past few decades, natural reinforcement remains an active area of research. To determine the flexural properties of R.C.C beam using different composite materials as a replacement of main reinforcement in a beam.
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Copyright © 2024 SHUBHAM GOUR. This is an open access article distributed under the Creative Commons Attribution License.