UGC Approved Journal no 63975(19)

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Published in:

Volume 7 Issue 2
February-2020
eISSN: 2349-5162

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

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Published Paper ID:
JETIR2002284


Registration ID:
228054

Page Number

528-532

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Title

Effect Of Addition of Recron 3s Fiber And Glass Fiber On The Strength Characteristics Of M-30 Concrete

Abstract

The concrete is strong in compression, as the aggregate loads the pressure load efficiently. However, the tension is weak as the cement that keeps the aggregates in place can be broken, allowing the structure to fail. This weakness has been fixed for many decades using a system of reinforcement bars to create reinforced concrete. The concrete is primarily resistant to pressure pressures and reinforcement bars. Concrete is a mixture of cement, coarse aggregate, fine aggregates, sand and water. Concrete is one of the most versatile materials. The class can be adapted to any type of structures. The advantages of concrete are good compressive strength, good fire resistance and high water resistance. But concrete is the week in tensile strength. To overcome these defects, we use good reinforcement in tensile strength. Fiber is used to overcome these advantages. Fiber is good at bending resistance, tensile strength and impact resistance. This research explores the fiber-3S blend in cement reinforcement and fiberglass blend in concrete reinforcement. The solution finds that the fiberglass mixture is cost-effective, while glass resistance takes time compared to 3S fibers. Glass fiber plays a vital role in producing additional strength in concrete. From this experimental work, we concluded that the maximum percentage of glass fiber that can be used in concrete as an arming material is 1.5% for positive results. The problem we face during this research work is mixing glass fibers in concrete. Then to find this problem, the manual method is used to distribute glass fibers in concrete. However, the maximum compressive strength of reinforced concrete reinforced with polypropylene fibers is also increases by 25% compared to normal self-pumping concrete. In addition, the maximum pressure strength was reached when the fiber ratio was 0.2. This describes the experimental result with the replacement of cement and different fiber content, as determined by different fiber glass content.

Key Words

concrete, coarse aggregate, 3S fibers, Glass fiber, tensile strength

Cite This Article

"Effect Of Addition of Recron 3s Fiber And Glass Fiber On The Strength Characteristics Of M-30 Concrete", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 2, page no.528-532, February-2020, Available :http://www.jetir.org/papers/JETIR2002284.pdf

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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

"Effect Of Addition of Recron 3s Fiber And Glass Fiber On The Strength Characteristics Of M-30 Concrete", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 2, page no. pp528-532, February-2020, Available at : http://www.jetir.org/papers/JETIR2002284.pdf

Publication Details

Published Paper ID: JETIR2002284
Registration ID: 228054
Published In: Volume 7 | Issue 2 | Year February-2020
DOI (Digital Object Identifier):
Page No: 528-532
Country: Uttam Nagar, Delhi, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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