UGC Approved Journal no 63975(19)

ISSN: 2349-5162 | ESTD Year : 2014
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Published in:

Volume 8 Issue 12
December-2021
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR2112294


Registration ID:
317968

Page Number

c720-c724

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Title

BENDING STUDY OF HIGH CAPACITY REINFORCED CONCRETE BEAMS

Abstract

The utility of factory-made derivatives in concrete for the fabrication of high-performance concrete is becoming increasingly appealing. In the case of concrete, factory-made derivatives play the role of small fillers, pozzolanic responses, and hydration responses. The use of factory-made derivatives improves the boundary with aggregates while decreasing the penetration of the mortar medium. The addition of chemicals results in higher strength and a noteworthy reduction in the amount of water added. To improve the overall quality of the concrete, we use factory-made derivatives such as residual ash, smoked silica, and steel slag aggregates. In the case of high-performance concrete, such factory-made derivatives are used to improve properties such as durability and strength. To examine the working execution of high-performance concrete, factory-made derivatives such as silica dust, residual ash, and furnace steel waste aggregates are used, which serve as substitutes for cement, fine aggregate, and coarse aggregate, respectively, which is the main focus of the work. This type of work investigates the impact of factory-made derivatives on the durability, strength, and load-carrying capacities of RC beams.

Key Words

High performance concrete, Residual ash, Furnace steel waste, Silica dust, bending strength.

Cite This Article

"BENDING STUDY OF HIGH CAPACITY REINFORCED CONCRETE BEAMS ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 12, page no.c720-c724, December-2021, Available :http://www.jetir.org/papers/JETIR2112294.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"BENDING STUDY OF HIGH CAPACITY REINFORCED CONCRETE BEAMS ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 12, page no. ppc720-c724, December-2021, Available at : http://www.jetir.org/papers/JETIR2112294.pdf

Publication Details

Published Paper ID: JETIR2112294
Registration ID: 317968
Published In: Volume 8 | Issue 12 | Year December-2021
DOI (Digital Object Identifier):
Page No: c720-c724
Country: Panipat, Haryana, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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