The Impact of Waste Steel Fibers and Crumbed Rubber on Eco-Friendly High-Strength Concrete

Article Preview

Abstract:

This research investigated the mechanical properties, impact resistance, and behavior under elevated temperatures of Fiber Rubberized High-Strength Concrete (FRHSC), which incorporates Waste Steel Fiber (WSF) and Crumbed Rubber (CR) obtained from waste tires. The study involved five different concrete mixtures to explore the impact of WSF and CR. WSF was consistently mixed in a ratio of 0.3% by volume of the concrete. CR was used to partially replace the fine aggregate in proportions of 10%, 20%, 30%, and 40% by volume. The study examined various characteristics of both the fresh and hardened FRHSC, including slump, unit weight, compressive, tensile, and flexural strengths, as well as its impact resistance. The effects of elevated temperatures at ambient, 200 °C, 400 °C, and 600 °C for a period of 2 hours were also analyzed, focusing on the failure shape, and residual compressive strength. Findings indicated that as the quantity of rubber in the concrete samples increased, there was a noted gradual decline in their mechanical properties. Concurrently, this increase in rubber content contributed to an enhancement in the ductility of the samples. The energy absorption by the rubberized specimens was found to be consistent, regardless of the variation in rubber content due to the presence of WSF. The residual compressive strengths of FRHSC subjected to elevated temperatures improved with the addition of CR. The presence of CR led to an increase in the concrete's porosity, and exposure to high temperatures resulted in more cracks due to CR evaporation and the replacement of air voids, causing a notable reduction in compressive strengths. Keywords Fiber reinforced Concrete; Crumb rubber; waste steel fiber; waste tires, Rubberized concrete; Impact energy; Mechanical properties; Elevated temperature.

You might also be interested in these eBooks

Info:

Pages:

1-21

Citation:

Online since:

August 2025

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2025 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] U.S.T.M. Association, US scrap tire management summary, US Tire Manufacturers Association: Washington, DC, USA. (2018).

Google Scholar

[2] A. Mohajerani, L. Burnett, J. V. Smith, S. Markovski, G. Rodwell, M.T. Rahman, H. Kurmus, M. Mirzababaei, A. Arulrajah, S. Horpibulsuk, F. Maghool, Recycling waste rubber tyres in construction materials and associated environmental considerations: A review, Resources, Conservation and Recycling. 155 (2020) 104679. https://doi.org/10.1016/j.resconrec. 2020.104679.

DOI: 10.1016/j.resconrec.2020.104679

Google Scholar

[3] ETRMA, "European Tyre and Rubber Industry Statistics 2021." 2021. Accessed: Apr. 19, 2022. [Online]. Available: https://www.etrma.org/wp-content/uploads/2021/12/20211215-Statistics-booklet-2021VF.pdf., (n.d.).

Google Scholar

[4] B. Milanez, T. Bührs, Extended producer responsibility in Brazil: the case of tyre waste, Journal of Cleaner Production. 17 (2009) 608–615.

DOI: 10.1016/j.jclepro.2008.10.004

Google Scholar

[5] F. Pelisser, N. Zavarise, T.A. Longo, A.M. Bernardin, Concrete made with recycled tire rubber: Effect of alkaline activation and silica fume addition, Journal of Cleaner Production. 19 (2011) 757–763.

DOI: 10.1016/j.jclepro.2010.11.014

Google Scholar

[6] R. Siddique, T.R. Naik, Properties of concrete containing scrap-tire rubber – an overview, Waste Management. 24 (2004) 563–569.

DOI: 10.1016/j.wasman.2004.01.006

Google Scholar

[7] S. Raffoul, R. Garcia, K. Pilakoutas, M. Guadagnini, N.F. Medina, Optimisation of rubberised concrete with high rubber content: An experimental investigation, Construction and Building Materials. 124 (2016) 391–404.

DOI: 10.1016/j.conbuildmat.2016.07.054

Google Scholar

[8] H.F. Isleem, T. Qiong, M.M. Alsaadawi, M.K. Elshaarawy, D.M. Mansour, F. Abdullah, A. Mandor, N.H. Sor, A. Jahami, Numerical and machine learning modeling of GFRP confined concrete-steel hollow elliptical columns, Scientific Reports. 14 (2024) 18647.

DOI: 10.1038/s41598-024-68360-4

Google Scholar

[9] N. Hamed, M.S. El-Feky, M. Kohail, E.-S.A.R. Nasr, Effect of nano-clay de-agglomeration on mechanical properties of concrete, Construction and Building Materials. 205 (2019) 245–256.

DOI: 10.1016/j.conbuildmat.2019.02.018

Google Scholar

[10] M. Abdel Wahab, I. Abdel Latif, M. Kohail, A. Almasry, The use of Wollastonite to enhance the mechanical properties of mortar mixes, Construction and Building Materials. 152 (2017) 304–309.

DOI: 10.1016/j.conbuildmat.2017.07.005

Google Scholar

[11] N. Hani, O. Nawawy, K.S. Ragab, M. Kohail, The effect of different water/binder ratio and nano-silica dosage on the fresh and hardened properties of self-compacting concrete, Construction and Building Materials. 165 (2018) 504–513. https://doi.org/10.1016/ j.conbuildmat.2018.01.045.

DOI: 10.1016/j.conbuildmat.2018.01.045

Google Scholar

[12] M.K. Elshaarawy, M.M. Alsaadawi, A.K. Hamed, Machine learning and interactive GUI for concrete compressive strength prediction, Scientific Reports. 14 (2024) 16694.

DOI: 10.1038/s41598-024-66957-3

Google Scholar

[13] D. Li, Y. Zhuge, R. Gravina, J.E. Mills, Compressive stress strain behavior of crumb rubber concrete (CRC) and application in reinforced CRC slab, Construction and Building Materials. 166 (2018) 745–759.

DOI: 10.1016/j.conbuildmat.2018.01.142

Google Scholar

[14] A. Toumi, T.-H. Nguyen, A. Turatsinze, Debonding of a thin rubberised and fibre-reinforced cement-based repairs: Analytical and experimental study, Materials & Design. 49 (2013) 90–95.

DOI: 10.1016/j.matdes.2013.01.036

Google Scholar

[15] K.B. Najim, M.R. Hall, A review of the fresh/hardened properties and applications for plain- (PRC) and self-compacting rubberised concrete (SCRC), Construction and Building Materials. 24 (2010) 2043–2051.

DOI: 10.1016/j.conbuildmat.2010.04.056

Google Scholar

[16] G. Montella, A. Calabrese, G. Serino, Mechanical characterization of a Tire Derived Material: Experiments, hyperelastic modeling and numerical validation, Construction and Building Materials. 66 (2014) 336–347.

DOI: 10.1016/j.conbuildmat.2014.05.078

Google Scholar

[17] B.S. Mohammed, K.M. Anwar Hossain, J.T. Eng Swee, G. Wong, M. Abdullahi, Properties of crumb rubber hollow concrete block, Journal of Cleaner Production. 23 (2012) 57–67.

DOI: 10.1016/j.jclepro.2011.10.035

Google Scholar

[18] B.S. Mohammed, Structural behavior and m–k value of composite slab utilizing concrete containing crumb rubber, Construction and Building Materials. 24 (2010) 1214–1221.

DOI: 10.1016/j.conbuildmat.2009.12.018

Google Scholar

[19] Z. Cheng, Z. Shi, Vibration attenuation properties of periodic rubber concrete panels, Construction and Building Materials. 50 (2014) 257–265. https://doi.org/10.1016/ j.conbuildmat.2013.09.060.

DOI: 10.1016/j.conbuildmat.2013.09.060

Google Scholar

[20] D.V. Bompa, A.Y. Elghazouli, Creep properties of recycled tyre rubber concrete, Construction and Building Materials. 209 (2019) 126–134. https://doi.org/10.1016/j.conbuildmat. 2019.03.127.

DOI: 10.1016/j.conbuildmat.2019.03.127

Google Scholar

[21] M.M. Al-Tayeb, B.H. Abu Bakar, H. Ismail, H.M. Akil, Effect of partial replacement of sand by recycled fine crumb rubber on the performance of hybrid rubberized-normal concrete under impact load: experiment and simulation, Journal of Cleaner Production. 59 (2013) 284–289.

DOI: 10.1016/j.jclepro.2013.04.026

Google Scholar

[22] B.H. AbdelAleem, A.A.A. Hassan, Development of self-consolidating rubberized concrete incorporating silica fume, Construction and Building Materials. 161 (2018) 389–397.

DOI: 10.1016/j.conbuildmat.2017.11.146

Google Scholar

[23] M.M. Reda Taha, A.S. El-Dieb, M.A. Abd El-Wahab, M.E. Abdel-Hameed, Mechanical, Fracture, and Microstructural Investigations of Rubber Concrete, Journal of Materials in Civil Engineering. 20 (2008) 640–649.

DOI: 10.1061/(ASCE)0899-1561(2008)20:10(640)

Google Scholar

[24] A. Moustafa, M.A. ElGawady, Mechanical properties of high strength concrete with scrap tire rubber, Construction and Building Materials. 93 (2015) 249–256.

DOI: 10.1016/j.conbuildmat.2015.05.115

Google Scholar

[25] T. Gupta, S. Chaudhary, R.K. Sharma, Assessment of mechanical and durability properties of concrete containing waste rubber tire as fine aggregate, Construction and Building Materials. 73 (2014) 562–574.

DOI: 10.1016/j.conbuildmat.2014.09.102

Google Scholar

[26] K. Bisht, P.V. Ramana, Evaluation of mechanical and durability properties of crumb rubber concrete, Construction and Building Materials. 155 (2017) 811–817.

DOI: 10.1016/j.conbuildmat.2017.08.131

Google Scholar

[27] M.A. Aiello, F. Leuzzi, Waste tyre rubberized concrete: Properties at fresh and hardened state, Waste Management. 30 (2010) 1696–1704.

DOI: 10.1016/j.wasman.2010.02.005

Google Scholar

[28] J. Xue, M. Shinozuka, Rubberized concrete: A green structural material with enhanced energy-dissipation capability, Construction and Building Materials. 42 (2013) 196–204.

DOI: 10.1016/j.conbuildmat.2013.01.005

Google Scholar

[29] T. Gupta, S. Chaudhary, R.K. Sharma, Mechanical and durability properties of waste rubber fiber concrete with and without silica fume, Journal of Cleaner Production. 112 (2016) 702–711.

DOI: 10.1016/j.jclepro.2015.07.081

Google Scholar

[30] L.-J. Li, G.-R. Tu, C. Lan, F. Liu, Mechanical characterization of waste-rubber-modified recycled-aggregate concrete, Journal of Cleaner Production. 124 (2016) 325–338.

DOI: 10.1016/j.jclepro.2016.03.003

Google Scholar

[31] A.T. Noaman, B.H. Abu Bakar, H.M. Akil, Experimental investigation on compression toughness of rubberized steel fibre concrete, Construction and Building Materials. 115 (2016) 163–170.

DOI: 10.1016/j.conbuildmat.2016.04.022

Google Scholar

[32] A.F. Angelin, E.J.P. Miranda, J.M.C. Dos Santos, R.C.C. Lintz, L.A. Gachet-Barbosa, Rubberized mortar: The influence of aggregate granulometry in mechanical resistances and acoustic behavior, Construction and Building Materials. 200 (2019) 248–254.

DOI: 10.1016/j.conbuildmat.2018.12.123

Google Scholar

[33] A.O. Atahan, A.Ö. Yücel, Crumb rubber in concrete: Static and dynamic evaluation, Construction and Building Materials. 36 (2012) 617–622. https://doi.org/10.1016/ j.conbuildmat.2012.04.068.

DOI: 10.1016/j.conbuildmat.2012.04.068

Google Scholar

[34] J. Lv, T. Zhou, Q. Du, H. Wu, Effects of rubber particles on mechanical properties of lightweight aggregate concrete, Construction and Building Materials. 91 (2015) 145–149.

DOI: 10.1016/j.conbuildmat.2015.05.038

Google Scholar

[35] M. Elchalakani, High strength rubberized concrete containing silica fume for the construction of sustainable road side barriers, Structures. 1 (2015) 20–38.

DOI: 10.1016/j.istruc.2014.06.001

Google Scholar

[36] E. Güneyisi, M. Gesoğlu, T. Özturan, Properties of rubberized concretes containing silica fume, Cement and Concrete Research. 34 (2004) 2309–2317.

DOI: 10.1016/j.cemconres.2004.04.005

Google Scholar

[37] N. Holmes, A. Browne, C. Montague, Acoustic properties of concrete panels with crumb rubber as a fine aggregate replacement, Construction and Building Materials. 73 (2014) 195–204.

DOI: 10.1016/j.conbuildmat.2014.09.107

Google Scholar

[38] K. Strukar, T. Kalman Šipoš, I. Miličević, R. Bušić, Potential use of rubber as aggregate in structural reinforced concrete element – A review, Engineering Structures. 188 (2019) 452–468.

DOI: 10.1016/j.engstruct.2019.03.031

Google Scholar

[39] C.A. Issa, G. Salem, Utilization of recycled crumb rubber as fine aggregates in concrete mix design, Construction and Building Materials. 42 (2013) 48–52.

DOI: 10.1016/j.conbuildmat.2012.12.054

Google Scholar

[40] A.M. Rashad, A comprehensive overview about recycling rubber as fine aggregate replacement in traditional cementitious materials, International Journal of Sustainable Built Environment. 5 (2016) 46–82.

DOI: 10.1016/j.ijsbe.2015.11.003

Google Scholar

[41] M.M.R. Taha, M. Asce, M.A.A. El-wahab, Mechanical, Fracture, and Microstructural Investigations. 20 (2009) 640–649. https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077515636&partnerID=40&md5=8b2988d6566a3f8b20e17b8d9a66da95.

Google Scholar

[42] V. Corinaldesi, A. Mazzoli, G. Moriconi, Mechanical behaviour and thermal conductivity of mortars containing waste rubber particles, Materials & Design. 32 (2011) 1646–1650.

DOI: 10.1016/j.matdes.2010.10.013

Google Scholar

[43] A. Turatsinze, J.-L. Granju, S. Bonnet, Positive synergy between steel-fibres and rubber aggregates: Effect on the resistance of cement-based mortars to shrinkage cracking, Cement and Concrete Research. 36 (2006) 1692–1697.

DOI: 10.1016/j.cemconres.2006.02.019

Google Scholar

[44] K. Jafari, V. Toufigh, Experimental and analytical evaluation of rubberized polymer concrete, Construction and Building Materials. 155 (2017) 495–510. https://doi.org/10.1016/ j.conbuildmat.2017.08.097.

DOI: 10.1016/j.conbuildmat.2017.08.097

Google Scholar

[45] M.K. Ismail, A.A.A. Hassan, An experimental study on flexural behaviour of large-scale concrete beams incorporating crumb rubber and steel fibres, Engineering Structures. 145 (2017) 97–108.

DOI: 10.1016/j.engstruct.2017.05.018

Google Scholar

[46] M.K. Ismail, A.A.A. Hassan, Performance of Full-Scale Self-Consolidating Rubberized Concrete Beams in Flexure, ACI Materials Journal. (2016).

DOI: 10.14359/51688640

Google Scholar

[47] A.T. Noaman, B.H. Abu Bakar, H.M. Akil, A.H. Alani, Fracture characteristics of plain and steel fibre reinforced rubberized concrete, Construction and Building Materials. 152 (2017) 414–423.

DOI: 10.1016/j.conbuildmat.2017.06.127

Google Scholar

[48] F. Aslani, J. Kelin, Assessment and development of high-performance fibre-reinforced lightweight self-compacting concrete including recycled crumb rubber aggregates exposed to elevated temperatures, Journal of Cleaner Production. 200 (2018) 1009–1025.

DOI: 10.1016/j.jclepro.2018.07.323

Google Scholar

[49] C. Fu, H. Ye, K. Wang, K. Zhu, C. He, Evolution of mechanical properties of steel fiber-reinforced rubberized concrete (FR-RC), Composites Part B: Engineering. 160 (2019) 158–166.

DOI: 10.1016/j.compositesb.2018.10.045

Google Scholar

[50] H. Zhong, E.W. Poon, K. Chen, M. Zhang, Engineering properties of crumb rubber alkali-activated mortar reinforced with recycled steel fibres, Journal of Cleaner Production. 238 (2019) 117950.

DOI: 10.1016/j.jclepro.2019.117950

Google Scholar

[51] S. Mehdipour, I.M. Nikbin, S. Dezhampanah, R. Mohebbi, H. Moghadam, S. Charkhtab, A. Moradi, Mechanical properties, durability and environmental evaluation of rubberized concrete incorporating steel fiber and metakaolin at elevated temperatures, Journal of Cleaner Production. 254 (2020) 120126.

DOI: 10.1016/j.jclepro.2020.120126

Google Scholar

[52] S.R. Abid, M.L. Abdul-Hussein, N.S. Ayoob, S.H. Ali, A.L. Kadhum, Repeated drop-weight impact tests on self-compacting concrete reinforced with micro-steel fiber, Heliyon. 6 (2020) e03198.

DOI: 10.1016/j.heliyon.2020.e03198

Google Scholar

[53] M.K. Ismail, A.A.A. Hassan, Impact Resistance and Mechanical Properties of Self-Consolidating Rubberized Concrete Reinforced with Steel Fibers, Journal of Materials in Civil Engineering. 29 (2017).

DOI: 10.1061/(ASCE)MT.1943-5533.0001731

Google Scholar

[54] K.N. Hylands, V. Shulman, Civil engineering applications of tyres, Viridis Shanghai, China, 2003.

Google Scholar

[55] ETRMA, "ELT-Management-Figures-2017-vf," 2019. Accessed: Apr. 19, 2022. [Online]. Available: https://www.etrma.org/wp-content/uploads/2019/11/ELT-Management-Figures-2017-vf.xlsx.pdf., (n.d.).

Google Scholar

[56] E. E. Elayouty, S. R. Ragheb, A. M. Youssef, M. E.-S. El-Bany, I. S. Agwa, Enhancing the performance of rigid pavement slabs using sugarcane bagasse ash and macro synthetic fibers, Innovative Infrastructure Solutions. 10 (2025).

DOI: 10.1007/s41062-025-01871-9

Google Scholar

[57] Abdel Hafez, R. D., Abd-Al Ftah, R. O., Abdelsalam, B. A., & Agwa, I. S. (2025). Behavior of eco-friendly concrete reinforced with hybrid recycled fibers. Sustainable Structures, 5(1), 000064.

DOI: 10.54113/j.sust.2025.000064

Google Scholar

[58] Abdelsalam, B. A., Agwa, I. S., & Abd-Elaty, A. (2023). Mechanical properties of sustainable ultra-high-strength concrete incorporating recycled gravel and steel fibers. Case Studies in Construction Materials, 19, e01903

DOI: 10.1016/j.cscm.2023.e01903

Google Scholar

[59] ASTM C150/C150M - 18, Standard Specifications for Portland Cement, (2018).

DOI: 10.1520/C0150_C0150M-18

Google Scholar

[60] ASTM C191-19, Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle, (2019). www.astm.org,.

Google Scholar

[61] ASTM C187-16, Standard Test Method for Amount of Water Required for Normal Consistency of Hydraulic Cement Paste, (2016).

DOI: 10.1520/c0187

Google Scholar

[62] ASTM C184-94e1, Standard Test Method for Fineness of Hydraulic Cement by the 150-&#181m (No. 100) and 75-&#181m (No. 200) Sieves (Withdrawn 2002), (n.d.).

DOI: 10.1520/c0184

Google Scholar

[63] ASTM C188-17, Standard Test Method for Density of Hydraulic Cement, (2017).

Google Scholar

[64] M.M. Alsaadawi, M. Amin, A.M. Tahwia, Thermal, mechanical and microstructural properties of sustainable concrete incorporating Phase change materials, Construction and Building Materials. 356 (2022) 129300.

DOI: 10.1016/j.conbuildmat.2022.129300

Google Scholar

[65] ASTM C494/C494M − 15, Standard Specification for Chemical Admixtures for Concrete, (2015).

DOI: 10.1520/C0494_C0494M-15

Google Scholar

[66] ASTM C143/C143M − 15, Standard Test Method for Slump of Hydraulic Cement Concrete, (2015).

Google Scholar

[67] B.S 1881: Part 116, Method for Determination of Compressive Strength of Concrete Cubes, British Standards Institution. (1983).

Google Scholar

[68] ASTM C496/C496M − 11, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens, (2011).

DOI: 10.1520/C0496_C0496M-11

Google Scholar

[69] ASTM C78/C78M − 15a, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading),(2015).

DOI: 10.1520/C0078_C0078M-15A

Google Scholar

[70] A. Zia, Z. Pu, I. Holly, T. Umar, M.A.U.R. Tariq, M. Sufian, A Comprehensive Review of Incorporating Steel Fibers of Waste Tires in Cement Composites and Its Applications, Materials. 15 (2022) 7420.

DOI: 10.3390/ma15217420

Google Scholar

[71] P. Zhang, C. Wang, C. Wu, Y. Guo, Y. Li, J. Guo, A review on the properties of concrete reinforced with recycled steel fiber from waste tires, REVIEWS ON ADVANCED MATERIALS SCIENCE. 61 (2022) 276–291.

DOI: 10.1515/rams-2022-0029

Google Scholar

[72] A.E. Elrefaei, M. Alsaadawi, M.M. Elshafiey, M. Abdolwahab, A.F. Oan, Performance Evaluation of Ultra High Performance Concrete Manufactured with Recycled Steel Fiber, in: 2024: p.3–13.

DOI: 10.4028/p-dWhX1H

Google Scholar

[73] A.E.M.M. Elrefaei, M.M. Alsaadawi, W. Wagdy, Characteristics of High-Strength Concrete Reinforced with Steel Fibers Recovered from Waste Tires, Key Engineering Materials. 945 (2023) 145–156.

DOI: 10.4028/p-d5v1nm

Google Scholar

[74] J. Eidan, I. Rasoolan, A. Rezaeian, D. Poorveis, Residual mechanical properties of polypropylene fiber-reinforced concrete after heating, Construction and Building Materials. 198 (2019) 195–206.

DOI: 10.1016/j.conbuildmat.2018.11.209

Google Scholar

[75] Ö. Sallı Bideci, The effect of high temperature on lightweight concretes produced with colemanite coated pumice aggregates, Construction and Building Materials. 113 (2016) 631–640.

DOI: 10.1016/j.conbuildmat.2016.03.113

Google Scholar