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A Comparison on Strength Parameters of Different Types of Fibre Reinforced Concrete
R.Vijayan
Pages: 1-4 | First Published: 05 Aug 2021
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Abstract
In this paper an undertaking is made to present the conceded consequences of a test examination did on hairfibre made concrete and Lathe fiber kept up with concrete. We have taken steel fiber from machine studio and hair fiber for this survey. Fiber content was separated from 1%, 2%, 3% and 4% by weight of cement. Effects of the expansion of these strands on the set properties of concrete were examined in M40 grade of concrete. The characteristics considered for assessment are compressive strength, split pliable and flexural strength. States of size 150 mm for compressive strength; light radiations 100 mm x 100 mm x 500 mm for flexural strength; work environments of 150mm width and 300mm length for split determination, were used as express depictions. The aggregate of the models were water diminished for 7, 14 and 28 days and tried as needs be.

V. References 1. Sudharsan, N, & Saravanaganesh, S. (2019). Feasibility studies on waste glass powder. International Journal of Innovative Technology and Exploring Engineering, 8(8), 1644–1647.
2. Dr. Sinan Abdulkhaleq Yaseen, An Experimental Investigation into the Mechanical Properties of New Natural Fiber Reinforced Mortar,Eng. &Tech. Journal, vol. 31, part (A), no.10, 2013. 3. Sudharsan, N,& Sivalingam, K. (2019). Potential utilization of waste material for sustainable development in construction industry. International Journal of Recent Technology and Engineering, 8(3), 3435–3438. 4. Sudharsan, N., & Palanisamy, T. (2018). A comprehensive study on potential use of waste materials in brick for sustainable development. Ecology, Environment and Conservation, 24, S339–S343.
5. Mechanical Behaviour of Polypropylene And Human Hair Fibres And Polypropylene Reinforced Polymeric Composites International Journal of Mechanical and Industrial Engineering (IJMIE), ISSN No. 2231 –6477, Vol-2, Issue-1, 2012 ,Sanjay Choudhry & Bhawana Pandey
6. Jain D. and Kothari A.Sanghvi, Hair Fiber Reinforced Concrete ,Research Journal of Recent Sciences ISSN 2277 – 2502 Vol. 1(ISC-2011), 128-133 (2012). 7. Vidhya, K., & Kandasamy, S. (2016). Experimental Investigations on the Properties of Coal-Ash Brick Units as Green Building Materials. International Journal of Coal Preparation and Utilization, 36(6), 318–325. 8. Sudharsan, N., & Grant, B. C. J. (2018). Comparison of static response of laced reinforced concrete beams with conventional reinforced concrete beams by numerical investigations. International Journal of Civil Engineering and Technology, 9(8), 700–704
9. N. Sudharsan, T. Palanisamy, S. C. Yaragal, (2018), Environmental sustainability of waste glass as a valuable construction material - A critical review. Ecology, Environment and Conservation, 24 pp. S331–S338.
10. Sudharsan N, Blessy Grant C J (2017), Structural Behaviour of Laced Reinforced Concrete Elements- A Review, International Journal of Current Engineering And Scientific Research, 4(12), 36-41.
11. P Jagadeesan, N Sudharsan, V Dhanalakshmi, (2020), Influence of Chicken Wire Mesh Wrapping on Strengthening of RC Beam, Journal of Xi'an University of Architecture & Technology, 12(4), 3327 – 3333. 

12. N Sudharsan, P Jagadeesan, V Dhanalakshmi, (2020), Soda Glass as Fine Aggregate Substitute in Concrete, Solid State Technology,63(5), 1181-1187. 

13. Vidhya, K., & Kandasamy, S. (2014). Study on the flexural strength of coal ash brick masonry wall elements. Journal of Structural Engineering (India), 41(4), 410–419.
14. Sudharsan N, Saravanan A (2018), Concoction of plastic and bitumen with Laterite soil as a brick, International Journal of Advances in Science Engineering and Technology, 6(2), 63-66.
15. Yadollah Batebi , Alireza Mirzagoltabar , Seyed Mostafa Shabanian and Sara Fateri Experimental Investigation of Shrinkage of Nano Hair Reinforced Concrete, Iranica Journal of Energy & Environment 4 (1) Special Issue on Nanotechnology: 68-72, 2013 ISSN 2079-2115.
16. Sudharsan N & Palanisamy T (2016), The Characteristic Behaviour of Boron Lime Glass Powder in development of new era of fly ash bricks‟, Asian Journal of Research in Social Sciences and Humanities, 6(7), 713-721.
17. Sudharsan N & Palanisamy T (2016), Feasibility of Using Waste Glass Powder in Fly Ash Bricks‟, International Journal of Advanced Engineering Technology, 7(2), 684-688.

 18. Vidhya, K., & Kandasamy, S. (2013). Study on properties of bricks manufactured using fly ash and pond ash. Pollution Research, 32(2), 405–409.

Experimental Study of Sugarcane Bagasse Ash and Quarry Dust in Partial Replacement of Brick Material
Parthiban .P
Pages: 5-13 | First Published: 04 Aug 2021
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Abstract
For Economic, Environmental, and technical reasons, the use of industrial and agricultural waste products in industry has been the subject of research. Sugarcane Bagasse, like Ethanol vapor, is a fibrous waste product of the sugar refining industry. This waste product is already polluting the environment, necessitating immediate waste management solutions. During the sawing and polishing operations, the quarry industry creates a considerable quantity of waste, mostly in the form of powder, which pollutes and harms the environment. As a result, the goal of this article is to describe and assess the potential for utilising Bagasse Ash and Quarry Dust created by brick-making enterprises. Bagasse Ash and Quarry Dust were used as partial replacements for brick material in the ratios of 0 percent, 5 percent, 10 percent, 15 percent, and 20 percent for bricks of size 22cm 10.5 cm7.5 cm. The bricks were fired at 900°C for 24 hours before being evaluated for water absorption and compressive strength.
Keywords- Bricks, Quarry Dust, Bagasse Ash, Waste Management.

Reference 
1. Sudharsan, N, & Saravanaganesh, S. (2019). Feasibility studies on waste glass powder. International Journal of Innovative Technology and Exploring Engineering, 8(8), 1644–1647.
2. R.V. Raikar, V.V. Karjinniand, and V.D., Gundakalle, Study on strength parameters of steel fiber reinforced high strength concrete, Journal of Applied Sciences and Engineering Research, 1(4) (2012). 3. Sudharsan, N,& Sivalingam, K. (2019). Potential utilization of waste material for sustainable development in construction industry. International Journal of Recent Technology and Engineering, 8(3), 3435–3438.
4. A.A. Al-Azzawi, A.S. Ali, and H.K. Risan, Behavior of ultra-high performance concrete structures, ARPN Journal of Engineering and Applied Sciences, 6(5), (2011) 95-109.
5. N. Sudharsan, T. Palanisamy, S. C. Yaragal, (2018), Environmental sustainability of waste glass as a valuable construction material - A critical review. Ecology, Environment and Conservation, 24 pp. S331–S338.
6. Aigbodion, V.S, Hassan. S. B, Ause. T and Nyior. G. B, Potential Utilization of Solid Waste (Bagasse Ash), Journal of Minerals & Materials Characterization & Engineering, Vol. 9, No.1, pp.67-77, 2010.
7. Alaa A. Shakir, Siva Kumar Nagana than, Kamal Nasharuddin Mustapha, properties of bricks made using flyash,quarry dust and bilet scale, construction and building materials 41(2013) 131-138.
8. Faria. K. C. P, Gurgel. R. F, Holanda. J. N. F, Recycling of sugarcane bagasse ash waste in the production of clay bricks, Journal of Environmental Management 101 (2012) 7-12.
9. Lianyang Zhang, Production of bricks from waste materials – A review, Construction and Building Materials 47 (2013) 643–655.
10. J.H. Xie, Y.C. Guo, L.S. Liu, and Z.H. Xie, Compressive and flexural behaviours of a new steel-fibre-reinforced recycled aggregate concrete with crumb rubber, Construction and Building materials, 79, (2015) 263-272
11. T. Alagunatrayan, P. Mohanraj, S. Manishankar, Engineered cement composite enhanced reinforced concrete beams usingflexural response: An experimental study, Materials Today: Proceedings, https://doi.org/10.1016/j.matpr.2021.07.130
12. P. Parthiban, S. Kar, A. Kumar Mondal et al., Stress–strain behaviour of (hpfrc) high-performance fibre reinforced concrete: Anexperimental study, Materials Today: Proceedings, https://doi.org/10.1016/j.matpr.2021.07.175
13. Asok, G., & George, S. (2016). Investigation on hybrid concrete using steel and polypropylene fiber. International Journal of New Technology and Research, 2(5).
14. Sudharsan N & Palanisamy T (2016), The Characteristic Behaviour of Boron Lime Glass Powder in development of new era of fly ash bricks‟, Asian Journal of Research in Social Sciences and Humanities, 6(7), 713-721.
15. N Sudharsan, P Jagadeesan, V Dhanalakshmi, (2020), Soda Glass as Fine Aggregate Substitute in Concrete, Solid State Technology,63(5), 1181-1187.
16. Parthiban, P. M. E., ME, M. R., MIE, D., & George, S. Comparative Study on Strength Enhancement of Concrete Using Magnetic and Normal Water. International Journal of New Technology and Research, 2(5).
17. Parthiban, P., & Verghese, V. (2019). Network Expansions in Kerala State Rtc. International Research Journal of Multidisciplinary Technovation, 298-308.
18. Archana, S., Parthiban, P., & Mathew, S. (2021). Pedestrian Flow and Capacity Analysis at Railway Stations. AIJR Proceedings, 544-552.

19. Srinidhi, P., Gokulapriya, K., & Parthiban, P. (2019). Experimental study on strength enhancement of concrete by using magnetic water and coconut fiber. Int Res J Eng Technol (IRJET), 6(04), 2395-0056.
20. Sudharsan N & Palanisamy T (2016), Feasibility of Using Waste Glass Powder in Fly Ash Bricks‟, International Journal of Advanced Engineering Technology, 7(2), 684-688.
21. IS 3495-part 1:197(9) (Determination of Compressive Strength)
22. IS 3495-part 2:1992(Determination of water absorption in brick)
23. Is 2720-part 5:1985(Method of test for soil-Determination of liquid and plastic limit )

 24. Sudharsan, N., & Palanisamy, T. (2018). A comprehensive study on potential use of waste materials in brick for sustainable development. Ecology, Environment and Conservation, 24, S339–S343. 

25. Sudharsan, N., & Grant, B. C. J. (2018). Comparison of static response of laced reinforced concrete beams with conventional reinforced concrete beams by numerical investigations. International Journal of Civil Engineering and Technology, 9(8), 700–704