Investigation on Flexural Behavior of HFRC with Partial Replacement of Nano Silica and Slag Cement
J. Environ. Nanotechnol., Volume 13, No 3 (2024) pp. 230-236
Abstract
This investigation directs to understand the flexural behavior of Hybrid Fiber Reinforced Concrete (HFRC) with incorporation of Nano silica and Portland slag cement. The mechanical properties of Concrete for the grade M50 is enhanced by combining different fibers such as glass, polypropylene, and steel. Specifically, we explore the replacement of these fibers for the cement at ratios of 2%, 3%, 4%, 5% and 6%. Findings indicate that it significantly improved flexibility, as well as micromechanical support. To assess the performance of the HFRC, Specimens are cast to undergo compression, Flexure and Spilt tensile using hybrid materials with a water-cement ratio of 0.40 and made to undergo normal water curing for a period of 7, 14, and 28 days. Our comprehensive analysis reveals that the inclusion of 5% fibers along with 5% of Nano silica as a partial replacement to fine aggregate exhibits superior ductility and flexural strength compared to other fiber ratios. The addition of latex admixture enhances the flexural strength of HFRC. Comparing the flexural behavior of HFRC to conventional concrete under applied loads the remarkable load-bearing capabilities of HFRC beams under flexural conditions are highlighted furthermore emphasizing the advantages of this innovative material for use in construction applications. The results were tabulated and comparative results were presented.
Full Text
Reference
Abhilash, P. P., Nayak, D. K., Sangoju, B., Kumar, R. and Kumar, V., Effect of nano-silica in concrete; a review, Constr. Build. Mater., 278, 122347 (2021).
https://doi.org/10.1016/j.conbuildmat.2021.122347
Almusallam, T., Ibrahim, S. M., Al-Salloum, Y., Abadel, A. and Abbas, H., Analytical and experimental investigations on the fracture behavior of hybrid fiber reinforced concrete, Cem. Concr. Compos., 74, 201–217 (2016).
https://doi.org/10.1016/j.cemconcomp.2016.10.002
Banthia, N., Majdzadeh, F., Wu, J. and Bindiganavile, V., Fiber synergy in Hybrid Fiber Reinforced Concrete (HyFRC) in flexure and direct shear, Cem. Concr. Compos., 48, 91–97 (2014).
https://doi.org/10.1016/j.cemconcomp.2013.10.018
Banthia, N. and Sappakittipakorn, M., Toughness enhancement in steel fiber reinforced concrete through fiber hybridization, Cem. Concr. Res., 37(9), 1366–1372 (2007).
https://doi.org/10.1016/j.cemconres.2007.05.005
Becknell, N. P. and Hale, W. M., Effect of Slag Grade and Cement Source on the Properties of Concrete, Int. J. Concr. Struct. Mater., 5(2), 119–123 (2011).
https://doi.org/10.4334/IJCSM.2011.5.2.119
Bheel, N., Waqar, A., Radu, D., Benjeddou, O., Alwetaishi, M. and Almujibah, H. R., A comprehensive study on the impact of nano-silica and ground granulated blast furnace slag on high strength concrete characteristics: RSM modeling and optimization, Structures, 62, 106160 (2024).
https://doi.org/10.1016/j.istruc.2024.106160
Chalioris, C. E., Kosmidou, P.-M. K. and Karayannis, C. G., Cyclic Response of Steel Fiber Reinforced Concrete Slender Beams: An Experimental Study, Materials (Basel)., 12(9), 1398 (2019).
https://doi.org/10.3390/ma12091398
Chasioti, S. G. and Vecchio, F. J., Effect of Fiber Hybridization on Basic Mechanical Properties of Concrete, ACI Mater J., 114(3) (2017).
https://doi.org/10.14359/51689479
Glavind, M. and Aarre, T., High-Strength Concrete with Increased Fracture-Toughness, MRS Proc., 211, 39 (1990).
https://doi.org/10.1557/PROC-211-39
Kara, I. F., Ashour, A. F. and Köroğlu, M. A., Flexural behavior of hybrid FRP/steel reinforced concrete beams, Compos. Struct., 129, 111–121 (2015).
https://doi.org/10.1016/j.compstruct.2015.03.073
Kene, K. S., Experimental Study on Behavior of Steel and Glass Fiber Reinforced Concrete Composites, Bonfring Int. J. Ind. Eng. Manag. Sci., 2(4), 125–130 (2012).
https://doi.org/10.9756/BIJIEMS.1617
Kumar, V. S., Ganesan, N., Indira, P. V., Murali, G. and Vatin, N. I., Flexural Behaviour of Hybrid Fibre-Reinforced Ternary Blend Geopolymer Concrete Beams, Sustainability, 14(10), 5954 (2022).
https://doi.org/10.3390/su14105954
Soroushian, P., Elyamany, H., Tlili, A. and Ostowari, K., Mixed-mode fracture properties of concrete reinforced with low volume fractions of steel and polypropylene fibers, Cem. Concr. Compos., 20(1), 67–78 (1998).