IRJET- Studies on the Mechanical Strength Properties of the Metakaolin Concrete

IRJET- Studies on the Mechanical Strength Properties of the Metakaolin Concrete

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  International Research Journalof Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 470 STUDIES ON THE MECHANICAL STRENGTH PROPERTIES OF THE METAKAOLIN CONCRETE K. Yazhini1, Dr. K. Nirmalkumar2 1P.G/ Year Structural Engineering, Kongu Engineering College, Perundurai, Erode. 2Professor/ Civil Engineering, Kongu Engineering College, Perundurai, Erode. ---------------------------------------------------------------------***---------------------------------------------------------------------- ABSTRACT:- The utilization of industrial waste products released by industrial processes has been the focus of waste reduction research for economic and technical reasons. In coal fired power plants, flyash is generally captured by electrostatic precipitators. Burning pulverized coal in electric power generating plants flyash is a by-product. It can be used as a cement replacement material. In this study dealing with concrete incorporating flyash and metakaolin and fibre replacing ordinary Portland cement in concrete with various percentages of flyash and constant percentage of metakaolin. Tests were conducted to study the strength of hardened concrete such as compressive strength, flexural strength, split tensile strength. Test results indicated that the use of flyash and metakaolin as partial replacement of cement resulted in improvement in mechanical strength and can be effectively used in structural concrete. Conventional concrete which possess strain capacity 0.1% where fibre concrete reinforced micromechanically designed fibres [2] selecting a type of fibre polyvinyl alcohol fibre was low cost and high performance hence it is also a eco-friendly cement reinforced material[4]. Keywords: Flyash (FA), metakaolin (MK), Fibre. 1. INTRODUCTION Fibre reinforced concrete can keep on resisting much amount of loads even at deflection. The characteristics and behaviour of fibre reinforced concrete depends on matrix properties such as material, fibre concentration, fibre geometry, fibre orientation, fibre distribution [1]. The new additives flyash and fibres which is practised in recent times was found to be satisfactory. Flyash is the pozzolanic property called as coal ash or fuel ash it is grey in colour. Flyash is the by-product from the coal industry these waste disposal flyash plays a significant role in reducing the pollution in the environment. Class f flyash is manufactured by burning harder with bituminous coal [3]. Cement based materials have been widely used for various type of structures, includes bridges, dams, and skyscrapers. Strain, stress, crack and damage be detected by measuring the electrical signals of cement based composite [5]. The design of the cement matrix with special ingredients to make it perfect compatibility with the fibres and to increase flexibility [6]. Recron 3s improves homogeneity of the concrete by decreasing the segregation of aggregates [7]. AR glass fibre which is low in volume fraction which possess extensive strain hardening [8]. Fibre reinforced concrete which is also engineered cementitious concrete is a class of ultra- ductile fibre reinforced cementitious composites [9] 2. MATERIALS 2.1 Course aggregate The crushed granite stone aggregates used were 20mm nominal size and are tested as per Indian standards and results are within permissible limits. The specific gravity of course aggregate is 2.67 2.2 Fine aggregate Manufacture sand namely m-sand is an excellent substitute of river sand for concrete construction. Manufacturing sand is produced by crushing hard granite stone crushing. The cleaned fine aggregate was tested for various properties such as specific gravity, fineness modules and sieve analysis and are conforming to standard specification. The sand used conform to grading zone II of IS 383:1970 2.3 Cement Ordinary Portland cement of grade 53 confirming to IS 8112:1989 was used. The specific gravity of cement is 3.15.
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  International Research Journalof Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 471 2.4 Flyash Class F type flyash used which is grey in colour and it is one of the waste materials released from the power plants can be used as a replacement for fillers and available in low cost. 2.5 Metakaolin Metakaolin is off-white and it is manufactured amorphous alumina-silicate with excellent physical, chemical and pozzolanic properties. The specific gravity of metakaolin is 2.5. Metakaolin (air entraining admixture). It improves compressive and flexural strength and decreases bleeding and it is also eco-friendly because of less carbon dioxide emission. 2.6 Water Water available in the college campus conforming to the requirements of water for concreting and curing as per as IS: 456-2009. 2.7 Recron fibre Recron fibre offers millions of fibres which support concrete in all direction. The cut length of recron fibre is 12mm and having approximate 320 as aspect ratio. The diameter of recron fibre as per seller provided is 0.4mm and circular in shape .use of uniformly dispersed recron 3s fibres reduces segregation and bleeding, resulting in a more homogeneous mix 3. MIX PROPORTIONS Mix proportions for M30 grade concrete Water cement ratio 0.40 Mix designation Conventional Concrete Metakaolin, flyash Metakaolin, flyash Metakaolin, flyash Metakaolin, flyash Metakaolin % 0 5 5 5 5 Flyash % 0 0 10 15 20 Fibre % 1 1 1 1 1 Cement (kg/mᵌ) 360 342 306 288 270 Metakaolin (kg/mᵌ) 0 18 18 18 18 Flyash (kg/mᵌ) 0 0 36 54 72 Fine aggregate (kg/mᵌ) 629 629 629 629 629 Course aggregate (kg/mᵌ) 1223 1223 1223 1223 1223 Water (kg/mᵌ) 144 144 144 144 144 Fibre (kg/mᵌ) 3.6 3.6 3.6 3.6 3.6
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  International Research Journalof Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 472 4. CASTING OF SPECIMEN For compressive strength of concrete, cubes were casted in the size of 150*150*150mm. for tensile strength of the concrete; cylinder was casted in the size of 30cm in length and 7.5cm in dia. For flexural strength of the concrete, prism were casted in the size of 100*100*500mm. Test on concrete 4.1 Compressive strength The compressive strength testing was done as per as IS 516:1959 by using 150mmx150mm cube specimen. For each mix; specimens were tested for compressive strength at 28 days respectively. 4.2 Tensile strength Tensile test involves compressing a cylinder on its side until a crack forms down the middle, causing failure of the specimen. The split tensile strength tests were done on cylindrical specimens of size 75mmx150mm for each mix; specimens were tested for split tensile strength at 28 days respectively. 5. RESULTS AND DISCUSSION Table 5.1 Table 5.2 mix 28 days compressive strength (MPa) Normal concrete 41.28 Metakaolin-5%, flyash-0% 43.12 Metakaolin-5%, flyash-10% 44.31 Metakaolin-5%,flyash- 15% 40.16 Metkaolin-5%,flyash- 20% 38.12 mix 28 days tensile strength (MPa) Normal concrete 2.9 Metakaolin-5%, flyash-0% 3.01 Metakaolin-5%, flyash-10% 3.5 Metakaolin- 5%,flyash-15% 3.2 Metkaolin-5%,flyash- 20% 2.57
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  International Research Journalof Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 473 From graph 5.3and 5.4 it was observed that the compressive strength and tensile strength increases as the flyash percentage is increased up to 10% replacement. After replacement of 10% compressive strength is gradually decreased. Hence we conclude that the increasing more than 10% decreases the strength properties of the concrete. 5.3 COMPARISON OF COMPRESSIVE STRENGTH TEST RESULTS 5.4 COMPARISON OF TENSILE STRENGTH TEST RESULTS 6. CONCLUSIONS  The test results show that the workability of the modified concrete with flyash 10% when metakaolin percentage is kept constant. So the use of superplasticizer is not essential  The replacement of cement with flyash and metakaolin increases the compressive strength and split tensile strength up to 15%  The workability aspect of recron fibre concrete is an appreciable issue as satisfactory workability is observed without use of any superplasticizer  Usage of fibre will reduce the cost of maintenance by reducing the microcracks and it also reduces the segregation  Addition of recron fibre to the fresh concrete significantly increases the tensile strength hardened properties of the concrete. 35 36 37 38 39 40 41 42 43 44 45 28 Days conventional 5% + 0% 5% + 10% 5% + 15% 5% + 20% 0 0.5 1 1.5 2 2.5 3 3.5 4 28 Days conventional 5% + 0% 5% + 10% 5% + 15% 5% + 20%
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  International Research Journalof Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 474 REFERENCE 1) Sabir B, Wild S & Bai J (2001), “Metakaolin and Calcined Clay as pozzolans for Concrete: a Review”, Journal of Cement and Concrete Composite, Vol. 23, pp.441-454. 2) Ganesh A, Nilesh S, Yogesh S & Gadekar s (2017), “Experimental Study of Bendable Concrete by using Admixtures and Fibre”, International Journal for Technological Research Engineering, Vol.4, pp.1-6. 3) Anusha Chowdary, Chaithra N & Chethan K (2017), “A Study on Impact of Polypropylene Fibres on Compressive and Tensile Strength of Concrete”, International Journal for Innovative Research in Science and Technology, Vol.4, pp.3-9. 4) Selvakumar K, Kishore Kumar R, Deivsigamani A & Amutha S (2017), “Experimental Study on Bendable Concrete”, International Journal of Civil Engineering, pp.1-8 5) Qiong liu, Rundong Gao, Vivian W & Wengui li (2018), “Strain Monitoring for a Bending Concrete beam by using Piezoresistive Cement Based Sensors”, Journal of Construction and Building Materials, pp.338-347. 6) Rajesh V, Bindumathavi, venugopal & suresh (2016), “Experimental Study on Bendable Concrete”, International Journal of Engineering Research and Technology, Vol.5, No.10, pp.5-10. 7) Ridha Nehvi, Prasanth Kumar & Umar (2016), “Effect of Different Percentages of Polypropylene Fibre on the Compressive, Tensile and Flexural Strength of Concrete”, International Journal of Engineering Research and Technology, Vol.5, No. 11. pp.5-8. 8) Satheesh V, Yuvaraja N, Vinoth V & Balaji P (2017), “Experimental Study on Flexural Behaviour of Bendable Concrete”, International Journal of Scientific Engineering and Applied Science, Vol.3, No.3, pp.1-5. 9) Sager Gadhiya, Patel T & Dinesh (2015), “Parametric Study on Flexural Strength of ECC”, International Journal for Scientific Research and Development, Vol.3, pp.1-4.