UGC Approved Journal no 63975(19)

ISSN: 2349-5162 | ESTD Year : 2014
Call for Paper
Volume 11 | Issue 5 | May 2024

JETIREXPLORE- Search Thousands of research papers



WhatsApp Contact
Click Here

Published in:

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

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

7.95 impact factor calculated by Google scholar

Unique Identifier

Published Paper ID:
JETIR2002075


Registration ID:
227692

Page Number

504-509

Share This Article


Jetir RMS

Title

Mechanical Properties of Lathe Scrap Steel Fibers in Pavement Concrete Mix Design

Abstract

Fiber Reinforced Concrete (FRC) clearly improves the load carrying capacity and energy absorption compared to normal concrete. Various types of industrial fibers such as steel, carbon, glass, polypropylene, nylon and others have been used to reinforce the thick concrete in which lathe scrap waste is not explored as compared to other wastes. In this work, lathe scrap steel fibers has been mixed in different proportion in M25 concrete mix design and mechanical properties of the produced material has been evaluated by measuring slump, compressive strength and flexural strength of the moulds manufactured. Sieve analysis has been carried out both for coarse and fine aggregates used in the mixture. Materials are prepared by mixing and casting 0.0%, 0.1%, 0.25%, 0.5%, 0.75%, 1%, 1.5% and 2% ratio of scraped steel fiber produced from lathe waste in M25 concrete mix design by weight of cement. Cube specimens of size 150 mm3 are prepared to test compressive strength of the moulds after 7, 14 and 28 days of curing. Similarly prism specimens are prepared of size 500*100*100 to test flexural strength of the materials. Workability has been check by taking slump test which falls in 50-60 mm. Experimental results shows increase in compressive strength after 28 days of curing from 33.32 kN/mm2 to 38.53 kN/mm2 when 0.25% and 2% of lathe scrap fiber is used respectively. Similarly increase in flexural strength is noted after 28 days of curing which is 1.88 Mpa (MegaPascal) for material having .25% of scrap fiber and 2.28 Mpa for 2% of lathe scrap fiber.

Key Words

Scrap Steel fiber, Lathe waste, Compressive test, Flexural Test, Slump Test

Cite This Article

"Mechanical Properties of Lathe Scrap Steel Fibers in Pavement Concrete Mix Design", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 2, page no.504-509, February-2020, Available :http://www.jetir.org/papers/JETIR2002075.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

"Mechanical Properties of Lathe Scrap Steel Fibers in Pavement Concrete Mix Design", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 2, page no. pp504-509, February-2020, Available at : http://www.jetir.org/papers/JETIR2002075.pdf

Publication Details

Published Paper ID: JETIR2002075
Registration ID: 227692
Published In: Volume 7 | Issue 2 | Year February-2020
DOI (Digital Object Identifier):
Page No: 504-509
Country: Ludhiana, Punjab, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


Preview This Article


Downlaod

Click here for Article Preview

Download PDF

Downloads

0002948

Print This Page

Current Call For Paper

Jetir RMS