PERFORMANCE OF STEEL FIBER EXTRACTED FROM OLD WASTE TYRES ON MECHANICAL PROPERTIES OF CONCRETE FOR RIGID PAVEMENT CONSTRUCTION
DOI:
https://doi.org/10.33736/jcest.5488.2023Keywords:
Steel fiber, waste tire, compressive strength, tensile strength, flexural strengthAbstract
The application of Waste Recycled Steel Fibers (WRSF) extracted from waste tyres in fiber-reinforced concrete production has great benefits in civil engineering. Thus, this creates a need to study the appropriate length and dosages of recycled steel fiber in fiber-reinforced concrete. In this experimental research, the effects of varying lengths (5cm and 10 cm) and dosages (1, 1.5, 2, 2.5, and 3%) of WRSF on various mechanical properties of fiber-reinforced concrete for rigid pavement construction were studied. The aggregates were taken from a stockpile, commercially available cement Dangote Ordinary Portland Cement (OPC), and potable water. Non-probable sampling techniques were adopted to collect extracted waste steel tyres. The quality test for sand (fine) and coarse aggregate satisfies the requirements specified in the ASTM. The concrete mix design was done in two categories; the first was a control mix concrete and the second was the experimental mix concrete with the addition of steel fibers with varying lengths (5cm and 10 cm) and dosages (1, 1.5, 2, 2.5, and 3%) of WRSF in concrete (percentages were determined by density for each fiber). The mix ratio of cement: sand: aggregate (1:2:3) with a constant water-to-cement ratio of 0.53 was used throughout this investigation. The outcome showed that the fiber fraction with 1.5% and 10cm of fiber had the maximum compressive strength which was 45.59 MPa, while for the fraction with 1% and 5cm of fiber, the maximum compressive strength was 43.85 MPa. The flexural strength had a maximum value of 5.88 MPa at 3% fiber content for 5cm fiber and 5.09 MPa at 3% for 10cm of fiber. The maximum tensile strength attained was 4.74 MPa and 3.50 MPa at 3% WRSF for 5cm and 10cm of fiber, respectively. The strain value had a maximum value at 3% for both 10cm and 5cm of fiber which were 0.53 and 0.6 respectively. The concrete strength which was obtained with the addition of steel fiber showed reasonable improvement in compressive, indirect tensile, and flexural strength. However, as the percentage of WRSF increased, the workability of concrete reduced.
References
Formela, K. (2021). Sustainable development of waste tires recycling technologies – recent advances, challenges and future trends. Advanced Industrial and Engineering Polymer Research, 4(3), 209–222. https://doi.org/https://doi.org/10.1016/j.aiepr.2021.06.004
Bani-Hani, K., & Senouci, A. (2015). Using Waste Tire Crumb Rubber As an Alternative Aggregate for Concrete Pedestrian Blocks. jordan journal of civil engineering, 9, 2015–2400. https://doi.org/10.14525/jjce
Torretta, V., Rada, E. C., Ragazzi, M., Trulli, E., Istrate, I. A., & Cioca, L. I. (2015). Treatment and disposal of tyres: Two EU approaches. A review. Waste Management, 45, 152–160. https://doi.org/https://doi.org/10.1016/j.wasman.2015.04.018
Mmereki, D., Machola, B., & Mokokwe, K. (2019). Status of waste tires and management practice in Botswana. Journal of the Air & Waste Management Association, 69(10), 1230–1246. https://doi.org/10.1080/10962247.2017.1279696
Moasas, A. M., Amin, M. N., Khan, K., Ahmad, W., Al-Hashem, M. N. A., Deifalla, A. F., & Ahmad, A. (2022). A worldwide development in the accumulation of waste tires and its utilization in concrete as a sustainable construction material: A review. Case Studies in Construction Materials, 17, e01677. https://doi.org/https://doi.org/10.1016/j.cscm.2022.e01677
Kordoghli, S., Paraschiv, M., Kuncser, R., Tazerout, M., Prisecaru, M., Zagrouba, F., & Georgescu, I. (2014). Managing the environmental hazards of waste tires. Journal of Engineering Studies and Research, 20(4), 1–11.
Mohajerani, A., Burnett, L., Smith, J. V, Markovski, S., Rodwell, G., Rahman, M. T., Kurmus, H., Mirzababaei, M., Arulrajah, A., Horpibulsuk, S., & Maghool, F. (2020). Recycling waste rubber tyres in construction materials and associated environmental considerations: A review. Resources, Conservation and Recycling, 155, 104679. https://doi.org/https://doi.org/10.1016/j.resconrec.2020.104679
Ahmad, J., Zhou, Z., Majdi, A., Alqurashi, M., & Deifalla, A. F. (2022). Overview of Concrete Performance Made with Waste Rubber Tires: A Step toward Sustainable Concrete. Materials. https://doi.org/10.3390/ma15165518
Kazmi, S. M. S., Munir, M. J., & Wu, Y.-F. (2021). Application of waste tire rubber and recycled aggregates in concrete products: A new compression casting approach. Resources, Conservation and Recycling, 167, 105353. https://doi.org/https://doi.org/10.1016/j.resconrec.2020.105353
Fauzan, Febrin Anas Ismail, Rio Sandi, Nurhasan Syah, & Anisa Prita Melinda. (2018). THE EFFECTS OF STEEL FIBERS EXTRACTED FROM WASTE TYRE ON CONCRETE CONTAINING PALM OIL FUEL ASH. GEOMATE Journal, 14(44 SE-Articles), 142–148. https://doi.org/10.21660/2018.44.3563
Gul, A., Alam, B., Iqbal, M. J., Ahmed, W., Shahzada, K., Javed, M. H., & Khan, E. A. (2021). Impact of Length and Percent Dosage of Recycled Steel Fibers on the Mechanical Properties of Concrete. Civil Engineering Journal, 7(10), 1650–1666. https://doi.org/10.28991/cej-2021-03091750
Masmoudi, A., & Bouaziz, J. (2016). Durability of Steel Fibres Reinforcement Concrete Beams in Chloride Environment Combined with Inhibitor. Advances in Materials Science and Engineering, 2016, 1–6. https://doi.org/10.1155/2016/1743952
Augustino, D. S., Onchiri, R. O., Kabubo, C., & Kanali, C. (2022). Mechanical and Durability Performance of High-Strength Concrete with Waste Tyre Steel Fibres. Advances in Civil Engineering, 2022, 4691972. https://doi.org/10.1155/2022/4691972
Ali, B., Yilmaz, E., Tahir, A. R., Gamaoun, F., El Ouni, M. H., & Murtaza Rizvi, S. M. (2021). The Durability of High-Strength Concrete Containing Waste Tire Steel Fiber and Coal Fly Ash. Advances in Materials Science and Engineering, 2021, 7329685. https://doi.org/10.1155/2021/7329685
Zhang, Y., & Gao, L. (2020). Influence of Tire-Recycled Steel Fibers on Strength and Flexural Behavior of Reinforced Concrete. Advances in Materials Science and Engineering, 2020, 6363105. https://doi.org/10.1155/2020/6363105
Rahman, F. A., Bakar, A. A., Hashim, M. H. M., & Ahmad, H. (2017). Flexural performance of steel fiber reinforced concrete (SFRC) ribbed slab with various topping thicknesses. AIP Conference Proceedings, 1903(1), 20013. https://doi.org/10.1063/1.5011493
Mujalli, M. A., Dirar, S., Mushtaha, E., Hussien, A., & Maksoud, A. (2022). Evaluation of the Tensile Characteristics and Bond Behaviour of Steel Fibre-Reinforced Concrete: An Overview. Fibers. https://doi.org/10.3390/fib10120104
Abdi Moghadam, M., & Izadifard, R. A. (2021). Prediction of the Tensile Strength of Normal and Steel Fiber Reinforced Concrete Exposed to High Temperatures. International Journal of Concrete Structures and Materials, 15(1), 47. https://doi.org/10.1186/s40069-021-00485-6
Velayutham, G., & Cheah, C. (2014). The Effects of Steel Fibre on the Mechanical Strength and Durability of Steel Fibre Reinforced High Strength Concrete (SFRHSC) Subjected to Normal and Hygrothermal Curing. MATEC Web of Conferences, 10, 2004. https://doi.org/10.1051/matecconf/20141002004
Sinha, D. A., & Verma, A. K. (2017). Investigation on the Effect of Varying Dosages of Steel Fibre on the Strength and Workability Properties Of High Strength Concrete. https://doi.org/https://doi.org/10.29007/rjbd
Yoo, D.-Y., Kang, S.-T., & Yoon, Y.-S. (2014). Effect of fiber length and placement method on flexural behavior, tension-softening curve, and fiber distribution characteristics of UHPFRC. Construction and Building Materials, 64, 67–81. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2014.04.007
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