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Effect of Fly ash, Silica fume, Glass Fiber and Polypropylene Fiber on Strength Properties of Composite Fiber Reinforced High Performance Concrete

Effect of Fly ash, Silica fume, Glass Fiber and Polypropylene Fiber on Strength Properties of Composite Fiber Reinforced High Performance Concrete
	© 2021 by IJETT Journal
	Volume-69 Issue-5
	Year of Publication : 2021
	Authors : Sachin Patil, Dr.H.M. Somasekharaiah, Dr. H. Sudarsana Rao, Dr.Vaishali G.Ghorpade
	DOI :  10.14445/22315381/IJETT-V69I5P212

How to Cite?

Sachin Patil, Dr.H.M. Somasekharaiah, Dr. H. Sudarsana Rao, Dr.Vaishali G.Ghorpade, "Effect of Fly ash, Silica fume, Glass Fiber and Polypropylene Fiber on Strength Properties of Composite Fiber Reinforced High Performance Concrete," International Journal of Engineering Trends and Technology, vol. 69, no. 5, pp. 69-84, 2021. Crossref, https://doi.org/10.14445/22315381/IJETT-V69I5P212

Abstract
Pozzolanic materials Fly ash (FA) and Silica fume (SF), finer than cement, are emerging in the production of concrete proven to individually enhance the concrete properties. This investigation utilizes the combined effect of FA and SF as replacement of cement partially. Glass fibers (GF) and Polypropylene fibers (PPF) are used as an addition to produce Composite-Fiber Reinforced High-Performance Concrete (CFRHPC), and it was proposed to investigate its mechanical properties. The water to binder ratios (W/B) of 0.275, 0.300, 0.325, and 0.350, with an aggregate to binder ratio (A/B) of 1.75, were adopted. FA and SF were replaced in the range from 0% to 15% each, GF were added in volume percentages from 0% to 1%, and PPF were kept constant at 0.25%. The combined effect of FA and SF at 5% each as replacement of cement and composite fiber dosage of GF=1% and PPF=0.25% for W/B of 0.275 was found to be an optimum combination to obtain maximum strength properties for CFRHPC. A relationship in the form of mathematical models between cube compressive strength with cylindrical compressive strength, split tensile strength, and flexural strength of FA and SF based CFRHPC was also derived from this investigation`s experimental results.

Keywords
Composite fibers, Glass fiber, High-Performance Concrete, Polypropylene fiber, Fly ash, Silica fume, Mechanical properties.

Reference
[1] E.G. Nawy, Fundamentals of high strength high performance concrete, Addison-Wesley Longman, (1996).
[2] S.A. Abdul-Wahab, G.A. Al-Rawas, S. Ali, H. Al-Dhamri, Assessment of greenhouse CO2 emissions associated with the cement manufacturing process, Environ. Forensics. 17(2016) 338–354. https://doi.org/10.1080/15275922.2016.1177752.
[3] A.Report, ACTIVITY., (2019).
[4] P.K. Mehta, Role of pozzolanic and cementious material in sustainable development of the concrete industry, Spec. Publ. 178(1998) 1–20.
[5] Malhotra, V. M., Superplasticized fly ash concrete for structural applications., Concrete International 8(12)(1986) 28-31.
[6] Nath, Pradip, and Prabir Sarker., Effect of fly ash on the durability properties of high strength concrete., Procedia Engineering 14 (2011) 1149-1156.
[7] Malhotra, V. M., Durability of concrete incorporating high-volume of low-calcium (ASTM Class F) fly ash., Cement and Concrete Composites 12(4)(1990) 271-277.
[8] Karahan, Okan, and Cengiz Duran Ati?., The durability properties of polypropylene fiber reinforced fly ash concrete., Materials & Design 32(2)(2011) 1044-1049.
[9] K. Torii and M. Kawamura., Pore structure and chloride ion permeability of mortars containing silica fume., Cem. Concr. Compos., 16(4)(1994) 279–286.
[10] S. Barbhuiya and M. Qureshi., Effects of Silica Fume on the Strength and Durability Properties of Concrete., Cesdoc, no. December 2016, (2016) 117–120.
[11] D. Pedro, J. de Brito, and L. Evangelista., Durability performance of high-performance concrete made with recycled aggregates, fly ash and densified silica fume., Cem. Concr. Compos., 93(2018) 63–74 doi: 10.1016/j.cemconcomp.2018.07.002.
[12] P. Muthupriya, K. Subramanian, and B. G. Vishnuram., Strength and durability characteristics of high performance concrete., Int. J. Earth Sci. Eng., 3(3)(2010) 416–433.
[13] K. S. Rebeiz., Strength and durability properties of polyester concrete using pet and fly ash wastes., Adv. Perform. Mater., 3(2)(1996) 205–214 doi: 10.1007/BF00136746.
[14] P. M. Anilkumar, R. M, and S. J., Effects of silica fume and fly ash on durability characteristics of high performance concrete., Int. J. Emerg. Technol. Adv. Eng., 4(10)(2014) 298–303.
[15] P. Zhang and Q. F. Li., Effect of silica fume on durability of concrete composites containing fly ash., Sci. Eng. Compos. Mater., 20(1)(2013) 57–65, doi: 10.1515/secm-2012-0081.
[16] P. Zhang and Q. F. Li., Effect of polypropylene fiber on durability of concrete composite containing fly ash and silica fume., Compos. Part B Eng., 45(1)(2013) 1587–1594, doi: 10.1016/j.compositesb.2012.10.006.
[17] Sachin Patil, Dr.H.M. Somasekharaiah, Dr. H. Sudarsana Rao., Evaluation of Strength Properties of Fly ash and Metakaolin Based Composite Fiber (Glass and Polypropylene) Reinforced High-Performance Concrete International Journal of Engineering Trends and Technology 69.4(2021) 188-203.doi: 10.14445/22315381/IJETT-V69I4P227
[18] Sachin Patil, Dr.H.M. Somasekharaiah, Dr. H. Sudarsana Rao., Chloride Penetration Resistance and Behaviour Under Acid Attack of Metakaolin and Silica Fume Based Composite Fiber (Glass and Polypropylene) Reinforced High Performance Concrete., International Journal of Engineering Trends and Technology 69.4(2021) 146-161. doi: 10.14445/22315381/IJETT-V69I4P222
[19] G. Barluenga, F. Hernández-Olivares, Cracking control of concretes modified with short AR-glass fibers at early age. Experimental results on standard concrete and SCC, Cem. Concr. Res. 37(2007) 1624–1638. https://doi.org/10.1016/j.cemconres.2007.08.019.
[20] I. Journal, G. S. Volume, and C. Jyothi., Mechanical characteristics of Hardened concrete with mineral admixtures Silica fume and fly ash, 6(3)(2018) 21–29.
[21] M. S. T. Ansari, A. Swarup, and D. Yadav., Partially replacement of cement with flyash and silica fumes., 4(2018) 872–877.
[22] R. M. D. M. Sanjeewa, P. S. K. Pathirana, and H. D. Yapa., Mix Design Aspects of High Performance Concrete Comprised of Silica Fume and Fly Ash, Eng. J. Inst. Eng. Sri Lanka, 50(4) 23, (2017), doi: 10.4038/engineer.v50i4.7272.
[23] M. A. Samee, M. A. Samee, M. A. S. Ahmed, M. Kaiser, and M. Safiuddin., Partial Replacement of Cement in Concrete with Fly Ash and Micro Silica., Int. J. Civ. Eng., 4(4)(2017) 49–51 doi: 10.14445/23488352/ijce-v4i4p110.
[24] S. Sundararaman and S. Azhagarsamy., Partial Replacement of Cement with Fly Ash and Silica Fume for Sustainable Construction., Int. Res. J. Eng. Technol., (2016) 752–755, [Online]. Available: www.irjet.net.
[25] S. Goyal, M. Kumar, and B. Bhattacharjee., The Influence of Flyash Addition on Fresh Properties of Silica Fume Concrete, 1–16 (2018).
[26] K. R. S. Maruthi Raj, M. Prathap, V. Srinivas, and M. Zoheb Nawaz., Total replacement of cement using silica fume and fly ash, Int. J. Civ. Eng. Technol., 8(11)(2017) 421–426.
[27] T. V. S. V. Lakshmi, P. S. Adiseshu, and F. Ash., A Study on Preparing Of High Performance Concrete Using Silica Fume and Fly Ash Chemical Properties,(2016) 29–35, 2016.
[28] A. Kumar, N. Kisku, and F. Ash., Effect of Silica Fume and Fly Ash as Partial, 18618–18624, doi: 10.15680/IJIRSET.2016.0510070.
[29] A. Sadrmomtazi, B. Tahmouresi, and R. K. Khoshkbijari., Effect of fly ash and silica fume on transition zone, pore structure and permeability of concrete., Mag. Concr. Res., 70(10)(2018) 519–532, doi: 10.1680/jmacr.16.00537.
[30] D. Wang, Y. Ju, H. Shen, L. Xu, Mechanical properties of high performance concrete reinforced with basalt fiber and polypropylene fiber, Constr. Build. Mater. 197(2019) 464–473. https://doi.org/10.1016/j.conbuildmat.2018.11.181.