Application of Fiber-Reinforced Rubcrete in Fencing Posts
Publication: Practice Periodical on Structural Design and Construction
Volume 25, Issue 4
Abstract
Fencing posts are subjected to impact forces from animals like wild boars, wild cattle, and others that try to pass through them. Hence, improving the impact resistance of fencing posts is an issue of priority. Rubcrete is concrete in which crumb rubber replaces a particular volume of mineral aggregates. The impact resistance of concrete has been increased with the use of crumb rubber. Steel fibers and polypropylene fibers help in controlling macro and microcracks in concrete. Impact tests were carried out on concrete prisms with the inclusion of steel fibers at 0.25%, 0.5%, 0.75%, and 1% by total volume of concrete, and the results indicated that steel fiber content of 0.75% has the maximum strength-to-cost ratio among the steel fiber mixes. In the case of polypropylene fiber–reinforced concrete, 0.1%, 0.2%, and 0.3% polypropylene fibers were added to concrete, and it was found that the mix with polypropylene content of 0.2% had the best strength-to-cost ratio. The ratio of optimum energy absorbed to cost was observed for a rubcrete mix with 15% crumb rubber content. Static and impact tests were carried out on ordinary concrete, rubcrete, steel fiber–reinforced concrete, polypropylene fiber–reinforced concrete, steel fiber–reinforced rubcrete, and polypropylene fiber–reinforced rubcrete fencing posts, and it was observed that the steel fiber–reinforced rubcrete fencing posts performed better than the other types of posts studied.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
References
Aiello, M. A., and F. Leuzzi. 2010. “Waste tyre rubberized concrete: Properties at fresh & hardened state.” Waste Manage. 30 (89): 1696704. https://doi.org/10.1016/j.wasman.2010.02.005.
Al Bari, M. S., J. J. Ekaputri, F. Faimun, J. B. Ariatedja, and B. S. Gan. 2019. “Simulation of concrete slab behavior to explosion.” J. Infrastruct. Facility Asset Manage. 1 (2): 71–86. https://doi.org/10.12962/jifam.v1i2.5970.
Alhozaimy, A. M., P. Soroushian, and F. Mirza. 1996. “Mechanical properties of polypropylene fiber reinforced concrete and the effects of pozzolanic materials.” Cem. Concr. Compos. 18 (2): 85–92. https://doi.org/10.1016/0958-9465(95)00003-8.
Banthia, N., and R. Gupta. 2004. “Hybrid fiber reinforced concrete (HyFRC): Fiber synergy in high strength matrices.” Mat. Struct. 37 (10): 707–716. https://doi.org/10.1007/BF02480516.
BIS (Bureau of Indian Standards). 1959. Methods for test on concrete. IS: 516-1959. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1984. Specification for reinforced concrete fence post. IS: 4996-1984. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1991. Portland Portland-pozzolana cement—Specification. Part I. IS: 1489-1991. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 2000. Plain and reinforced concrete—Code of practice. IS: 456-2000. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 2009. Concrete mix proportioning—Guidelines. IS: 10262-2009. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 2016. Specification for coarse and fine aggregates from natural sources for concrete. IS: 383-2016. New Delhi, India: BIS.
Dahmani, L., A. Khennane, and S. Kaci. 2010. “Crack identification in reinforced concrete beams using ANSYS software.” Strength Mater. 42 (2): 232–240. https://doi.org/10.1007/s11223-010-9212-6.
Ding, Y. Q., W. H. Tang, R. Q. Zhang, and X. W. Ran. 2013. “Determination and validation of parameters for Riedel-Hiermaier-Thoma concrete model.” Defence Sci. J. 63 (5): 524–530. https://doi.org/10.14429/dsj.63.3866.
Ganjian, E., M. Khorami, and A. A. Maghsoudi. 2009. “Scrap-tyre-rubber replacement for aggregate and filler in concrete.” Constr. Build. Mater. 23 (5): 1828–1836. https://doi.org/10.1016/j.conbuildmat.2008.09.020.
Guo, S., Q. Dai, R. Si, X. Sun, and C. Lu. 2017. “Evaluation of properties and performance of rubber-modified concrete for recycling of waste scrap tire.” J. Cleaner Prod. 148 (Apr): 681–689. https://doi.org/10.1016/j.jclepro.2017.02.046.
Jalal, M., N. Nassir, and H. Jalal. 2019. “Waste tire rubber and pozzolans in concrete: A trade-off between cleaner production and mechanical properties in a greener concrete.” J. Cleaner Prod. 238 (Nov): 117882. https://doi.org/10.1016/j.jclepro.2019.117882.
Mohammed, B. S., K. M. A. Hossain, J. T. E. Swee, G. Wong, and M. Abdullahi. 2012. “Properties of crumb rubber hollow concrete block.” J. Cleaner Prod. 23 (1): 57–67. https://doi.org/10.1016/j.jclepro.2011.10.035.
Nehdi, M., and A. Khan. 2001. “Cementitious composites containing recycled tire rubber: An overview of engineering properties and potential applications.” Cem. Concr. Aggregates 23 (1): 3–10. https://doi.org/10.1520/CCA10519J.
Nyström, U., and K. Gylltoft. 2009. “Numerical studies of the combined effects of blast and fragment loading.” Int. J. Impact Eng. 36 (8): 995–1005. https://doi.org/10.1016%2Fj.ijimpeng.2009.02.008.
Onuaguluchi, O., and D. K. Panesar. 2014. “Hardened properties of concrete mixtures containing pre-coated crumb rubber and silica fume.” J. Cleaner Prod. 82 (Nov): 125–131. https://doi.org/10.1016/j.jclepro.2014.06.068.
Özcan, D. M., A. Bayraktar, A. Şahin, T. Haktanir, and T. Türker. 2009. “Experimental and finite element analysis on the steel fiber-reinforced concrete (SFRC) beams ultimate behavior.” Constr. Build. Mater. 23 (2): 1064–1077. https://doi.org/10.1016/j.conbuildmat.2008.05.010.
Qasrawi, Y., P. J. Heffernan, and A. Fam. 2016. “Numerical modeling of concrete-filled FRP tubes’ dynamic behavior under blast and impact loading.” J. Struct. Eng. 142 (2): 04015106. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001370.
Raj, A., A. P. Usman, P. Nagarajan, and A. P. Shashikala. 2019. “Fracture behaviour of fibre reinforced rubcrete.” Mater. Sci. Forum 969 (1): 80–85. https://doi.org/10.4028/www.scientific.net/MSF.969.80.
Siddique, R., and T. R. Naik. 2004. “Properties of concrete containing scrap-tire rubber—An overview.” Waste. Manage. 24 (6): 563–569. https://doi.org/10.1016/j.wasman.2004.01.006.
Song, P. S., and S. Hwang. 2004. “Mechanical properties of high-strength steel fiber-reinforced concrete.” Constr. Build. Mater. 18 (9): 669–673. https://doi.org/10.1016/j.conbuildmat.2004.04.027.
Su, H., J. Yang, T. C. Ling, G. S. Ghataora, and S. Dirar. 2015. “Properties of concrete prepared with waste tyre rubber particles of uniform and varying sizes.” J. Cleaner Prod. 91 (Mar): 288–296. https://doi.org/10.1016/j.jclepro.2014.12.022.
Wille, K., and A. E. Naaman. 2012. “Pullout behavior of high-strength steel fibers embedded in ultra-high-performance concrete.” ACI Mater. J. 109 (4): 479–487. https://doi.org/10.14359/51683923.
Yusof, M. A., N. Mohamad Nor, A. Ismail, N. Choy Peng, R. Mohd Sohaimi, and M. A. Yahya. 2013. “Performance of hybrid steel fibers reinforced concrete subjected to air blast loading.” Adv. Mater. Sci. Eng. 2013 (1): 1–7. https://doi.org/10.1155/2013/420136.
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© 2020 American Society of Civil Engineers.
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Received: Feb 12, 2020
Accepted: May 22, 2020
Published online: Aug 19, 2020
Published in print: Nov 1, 2020
Discussion open until: Jan 19, 2021
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