International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 08 Issue: 02 | Feb 2021
p-ISSN: 2395-0072
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Table 5.6: Split Tensile Strength of different mixes of Bamboo fibre Average tensile Strength, MPa Bamboo S. No Mix 7 days 14days 28 days 1
0%
2.26
2.75
3.80
2
0.5%
2.35
2.85
3.95
3
0.1%
2.42
2.92
4.02
4
0.15%
2.54
3.05
4.25
5
0.20%
3.14
3.56
4.45
6
0.25%
2.93
3.10
4.22
7
0.30%
2.84
2.90
3.80
4. Maximum split tensile strength of BFRC is 4.45Mpa achieved at 0.20% adding of concrete by Bamboo fibres (M40 grade). When compared to normal concrete it increases to 11%. 5. When compared to normal concrete mono fibres give maximum resultant. REFERENCES [1] Ahsanafathima km &shibi Varghese “behavioral study of steel fibre reinforced concrete” impact international journal vol2, issue-10Oct 2014, 17-24. [2] Elavil’s,Samuelknight.G.M(2006) “Study on the dynamic behavior of SFRC and RCC plates using finite element method ” journal of American science vol.2,No 4,pp1-8. [4] Elavenil.S, Samuel Knight G.M. (2007) “impact response of fibre reinforced concrete plates” journal of research science and computing vol.4 No 3 pp 11-24 [5] SivaKumarA,Santhanam M (2007) “Mechanical properties of high strength concrete reinforced with metallic and non-metallic fibres,” Cement and Concrete Composites ,Vol.29,No.8,pp 603-608. [6] A.M.Shende ,A.M.Pande,M.Gulfam Pathan(2012) “Experimental study on steel fibre reinforced concrete for M40 grade” International Refereed journal of engineering and science vol. 1 issue 1 pp 43-48 [7] Amit Rai, Dr. Y.P.joshi (2014) “Applications and properties of fibre reinforced concrete” International Journal of Engineering Research and ApplicationsVol.4 issue 5 pp 123-131
Graph 5.4: Split Tensile Strength of Concrete Vs % of Bamboo Fibres
BIOGRAPHIES DILEEP TOLETI P.G Student, Department of Civil Engineering, Lingayas Institute of Management and Technology, Andhra Pradesh.
6. CONCLUSIONS CH. SOWMYA Assistant Professor, Department of Civil Engineering, Lingayas Institute of Management and Technology, Andhra Pradesh.
Based on the experimental investigation carried out, the following conclusions are made: 1. Maximum compressive strength of SFRC is 50.25Mpa achieved at 2% adding of concrete by steel fibres (M40grade). When compared to normal concrete it increases to 15% 2. Maximum compressive strength of BFRC is 46.28Mpa achieved at 0.20% adding of concrete by polypropylene fibres (M40grade). When compared to normal concrete it increases to 1.5% 3. Maximum split tensile strength of SFRC is 4.95Mpa achieved at 2% adding of concrete by steel fibres (M40 grade). When compared to normal concrete it increases to 13%
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