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Institution

National Institute of Technology, Silchar

EducationSilchar, Assam, India
About: National Institute of Technology, Silchar is a education organization based out in Silchar, Assam, India. It is known for research contribution in the topics: Control theory & Electric power system. The organization has 1934 authors who have published 4219 publications receiving 41149 citations. The organization is also known as: NIT Silchar.


Papers
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Journal ArticleDOI
19 Feb 2021
TL;DR: In this paper, the combined effect of waste glass powder (WGP) that has been utilized as a substitution for fine aggregate in varying percentages of 0, 3, 6, 9, 12% and 15% and further reinforcing it with recycled steel fibers (RSF), drawn from waste tires by volume of concrete.
Abstract: Several attempts upon inclusion of industrial waste materials such as fly ash, silica fume, GGBS, metakaolin and copper slag in concrete have already been experimented that exerted a significant impact on concrete with enhanced mechanical and improved durability properties. There were numerous authentic researches that reported the significance of steel fibers in strengthening the flexural property of concrete. The paper investigates the combined effect of waste glass powder (WGP) that has been utilized as a substitution for fine aggregate in varying percentages of 0%, 3%, 6%, 9%, 12% and 15% and further reinforcing it with recycled steel fibers (RSF), drawn from waste tires by volume of concrete. WGP was used as 0%, 3%, 6%, 9%, 12%, 15% by mass replacement of fine aggregate with four different volume fractions of recycled steel fiber (i.e., 0, 0.5, 1 and 1.5%), respectively. All proportions of concrete mixes were investigated to study the variations in compressive, flexural and split tensile strength with varied replacements levels of WGP along with various fractions of RSF for 7 and 28 days curing. A mix of 9% WGP exhibited the maximum compressive, flexural and split tensile strength. It was found that mechanical properties of concrete rose up to 9% replacement level of WGP and later declined. Also it was confirmed that increase in the amount of RSF further boosted the compressive and flexural behavior of concrete. Overall, an optimum concrete mix with 9% replacement of WGP, reinforced with 1% inclusion of RSF, reported the best performance compared to other mixes.

19 citations

Journal ArticleDOI
TL;DR: In this paper, a statistical model was employed using Response surface methodology (RSM) based Box-Behnken design (BBD) to optimize and evaluate the individual and interactive effect of the three independent design parameters, namely applied load, sliding velocity, and sliding distance on the wear responses such as surface roughness, friction coefficient, disc mass loss, wear depth and hardness.

19 citations

Journal ArticleDOI
TL;DR: In this paper, the effects of inert and open atmosphere on mechanical properties are evaluated over a wide range of welding speed and tool rotation speed, and the results depicted improved joint properties for inert atmosphere welding.

19 citations

Journal ArticleDOI
TL;DR: In this article, a comparative analysis of performance between integer order proportional derivative (IOPD) and fractional order proportional derivatives (FOPD), for the trajectory trajectory tra...
Abstract: This paper presents a comparative analysis of performance between integer order proportional derivative (IOPD) and fractional order proportional derivative (FOPD) controllers for the trajectory tra...

19 citations

Journal ArticleDOI
TL;DR: The natural fiber-reinforced polymer composites gaining substantial importance in recent years due to their unique properties compared to synthetic composites as mentioned in this paper, especially in India (especially northeastern par...
Abstract: The natural fiber–reinforced polymer composites gaining substantial importance in recent years due to their unique properties compared to synthetic composites. In India (especially northeastern par...

19 citations


Authors

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Performance
Metrics
No. of papers from the Institution in previous years
YearPapers
202335
2022149
2021947
2020742
2019596
2018451