Hybrid Steel Fiber-Reinforced Concrete for Pavement Overlays

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Title: Hybrid Steel Fiber-Reinforced Concrete for Pavement Overlays

Author(s): Pratik Gujar, Beng Wei Chong, Precious Aduwenye, Xijun Shi, and Zachary C. Grasley

Publication: Materials Journal

Volume: 122

Issue: 5

Appears on pages(s): 43-56

Keywords: hybrid recycled and manufactured steel fibers; mechanical properties; multiscale fiber reinforcement; overlay design; recycled steel fibers (RSF)

DOI: 10.14359/51747871

Date: 9/1/2025

Abstract:
This study investigates the feasibility of using a hybrid combination of scrap tire recycled steel fiber (RSF) and manufactured steel fibers (MSF) in concrete pavement overlay applications. A total of five concrete mixtures with different combinations of MSF and RSF, along with a reference concrete mixture, were studied to evaluate fresh and mechanical properties. The experimental findings demonstrate that the concretes incorporating a hybrid combination of RSF with hooked-end MSF exhibit similar or higher splitting tensile strength, flexural strength, and residual flexural strength compared to that of concretes containing only hooked-end MSF, straight MSF, or RSF. This enhanced mechanical performance can be ascribed to the multiscale fiber reinforcement effect that controls different scales (micro to macro) of cracking, thereby providing higher resistance to crack propagation. The concretes containing only RSF show lower splitting tensile strength, flexural strength, and residual flexural strength compared to concrete solely reinforced with straight MSF or other steel fiber-reinforced concrete (SFRC) mixtures due to the presence of various impurities in the RSF such as thick steel wires, residual rubber, and tire textiles. Interestingly, blending RSF with hooked-end MSF overcomes these limitations, enhancing tensile strength, flexural strength, and residual flexural strength, while significantly reducing costs and promoting sustainability. Last, the findings from the pavement overlay design suggest that using a hybrid combination of RSF with hooked-end MSF can reduce the design thickness of bonded concrete overlays by 50% compared to plain concrete without fiber reinforcement, making it a practical and efficient solution.

Related References:

1. USTMA, “2021 US Scrap Tire Management Summary,” U.S. Tire Manufacturers Association, Washington, DC, 2022, https://www.ustires.org/resources/2021-scrap-tire-management-report. (last accessed Aug. 26, 2025)

2. AS-213, “Scrap Tire Annual Report Summary,” Texas Commission on Environmental Quality, Austin, TX, 2021, https://www.tceq.texas.gov/downloads/permitting/waste-permits/publications/213-20.pdf. (last accessed Aug. 26, 2025)

3. Centonze, G.; Leone, M.; and Aiello, M. A., “Steel Fibers from Waste Tires as Reinforcement in Concrete: A Mechanical Characterization,” Construction and Building Materials, V. 36, 2012, pp. 46-57.

4. Sengul, O., “Mechanical Behavior of Concretes Containing Waste Steel Fibers Recovered from Scrap Tires,” Construction and Building Materials, V. 122, 2016, pp. 649-658.

5. Domski, J.; Katzer, J.; Zakrzewski, M.; and Ponikiewski, T., “Comparison of the Mechanical Characteristics of Engineered and Waste Steel Fiber Used as Reinforcement for Concrete,” Journal of Cleaner Production, V. 158, 2017, pp. 18-28.

6. Hu, H.; Papastergiou, P.; Angelakopoulos, H.; Guadagnini, M.; and Pilakoutas, K., “Mechanical Properties of SFRC Using Blended Recycled Tyre Steel Cords (RTSC) and Recycled Tyre Steel Fibres (RTSF),” Construction and Building Materials, V. 187, 2018, pp. 553-564.

7. Andrew, R. M., “Global CO2 Emissions from Cement Production,” Earth System Science Data, V. 10, No. 1, 2018, pp. 195-217.

8. Bjegovic, D.; Baricevic, A.; Lakusic, S.; Damjanovic, D.; and Duvnjak, I., “Positive Interaction of Industrial and Recycled Steel Fibres in Fibre Reinforced Concrete,” Journal of Civil Engineering and Management, V. 19, No. 1, 2013, pp. 50-60.

9. Awolusi, T. F.; Oke, O. L.; Atoyebi, O. D.; Akinkurolere, O. O.; and Sojobi, A. O., “Waste Tires Steel Fiber in Concrete: A Review,” Innovative Infrastructure Solutions, V. 6, No. 34, 2021, pp. 1-12.

10. Su, P.; Li, M.; Dai, Q.; and Wang, J., “Mechanical and Durability Performance of Concrete With Recycled Tire Steel Fibers,” Construction and Building Materials, V. 394, 2023, p. 132287.

11. Wang, Z.; Hu, H.; Papastergiou, P.; Angelakopoulos, H.; Guadagnini, M.; and Pilakoutas, K., “Effect of Fibre Length on the Mechanical Properties of SFRC Using Recycled Steel Fibres,” Construction and Building Materials, V. 415, 2024, p. 134890.

12. Zia, A.; Zhang, P.; and Holly, I., “Experimental Investigation of Raw Steel Fibers Derived from Waste Tires for Sustainable Concrete,” Construction and Building Materials, V. 368, 2023, p. 130410.

13. Martinelli, E.; Caggiano, A.; and Xargay, H., “An Experimental Study on the Post-Cracking Behaviour of Hybrid Industrial/Recycled Steel Fibre-Reinforced Concrete,” Construction and Building Materials, V. 94, 2015, pp. 290-298.

14. Aiello, M. A.; Leuzzi, F.; Centonze, G.; and Maffezzoli, A., “Use of Steel Fibres Recovered from Waste Tyres as Reinforcement in Concrete: Pull-Out Behaviour, Compressive and Flexural Strength,” Waste Management, V. 29, No. 6, 2009, pp. 1960-1970.

15. Caggiano, A.; Folino, P.; Lima, C.; Martinelli, E.; and Pepe, M., “On the Mechanical Response of Hybrid Fiber Reinforced Concrete with Recycled and Industrial Steel Fibers,” Construction and Building Materials, V. 147, 2017, pp. 286-295.

16. Banthia, N., and Nandakumar, N., “Crack Growth Resistance of Hybrid Fiber Reinforced Cement Composites,” Cement and Concrete Composites, V. 25, No. 1, 2003, pp. 3-9.

17. Sivakumar, A., and Santhanam, M., “Mechanical Properties of High Strength Concrete Reinforced with Metallic and Non-Metallic Fibres,” Cement and Concrete Composites, V. 29, No. 8, 2007, pp. 603-608.

18. Brandt, A. M., “Fibre Reinforced Cement-Based (FRC) Composites After Over 40 Years of Development in Building and Civil Engineering,” Composite Structures, V. 86, No. 1, 2008, pp. 3-9.

19. Pereira, E. B.; Fischer, G.; and Barros, J., “Effect of Hybrid Fiber Reinforcement on the Cracking Process in Fiber Reinforced Cementitious Composites,” Cement and Concrete Composites, V. 34, No. 10, 2012, pp. 1114-1123.

20. Dawood, E. T., and Ramli, M., “High Strength Characteristics of Cement Mortar Reinforced with Hybrid Fibres,” Construction and Building Materials, V. 25, No. 5, 2011, pp. 2240-2247.

21. Vantadori, S.; Carpinteri, A.; Guo, L. P.; Ronchei, C.; and Zanichelli, A., “Synergy Assessment of Hybrid Reinforcements in Concrete,” Composites Part B: Engineering, V. 147, 2018, pp. 197-206.

22. Bhosale, A.; Rasheed, M. A.; Prakash, S. S.; and Raju, G., “A Study on the Efficiency of Steel vs. Synthetic vs. Hybrid Fibers on Fracture Behavior of Concrete in Flexure Using Acoustic Emission,” Construction and Building Materials, V. 199, 2019, pp. 256-268.

23. Zhong, H., and Zhang, M., “Experimental Study on Engineering Properties of Concrete Reinforced with Hybrid Recycled Tyre Steel and Polypropylene Fibres,” Journal of Cleaner Production, V. 259, 2020, p. 120914.

24. Karim, R., and Shafei, B., “Investigation of Five Synthetic Fibers as Potential Replacements of Steel Fibers in Ultrahigh-Performance Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 34, No. 7, 2022, p. 04022126.

25. Roesler, J.; Bordelon, A.; Brand, A. S.; and Amirkhanian, A., “Fiber-Reinforced Concrete for Pavement Overlays: Technical Overview,” InTrans Project 15-532, National Concrete Pavement Technology Center, Iowa State University, Ames, IA, 2019.

26. Fick, G.; Gross, J.; Snyder, M. B.; Harrington, D.; Roesler, J.; and Cackler, T., Guide to Concrete Overlays, fourth edition, National Concrete Pavement Technology Center, Iowa State University, Ames, IA, 2021.

27. Ana Baricevic, M. G.; Paar, R.; Papastergiou, P.; Pilakoutas, K.; and Guadagnini, M., “Long-Term Monitoring of a Hybrid SFRC Slab on Grade Using Recycled Tyre Steel Fibres,” Advances in Concrete Construction, V. 10, No. 6, 2020, pp. 547-557.

28. Graeff, A. G., “Long-Term Performance of Recycled Steel Fibre Reinforced Concrete for Pavement Applications,” PhD thesis, The University of Sheffield, Sheffield, UK, 2011.

29. ASTM C1609/C1609M-19, “Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam with Third-Point Loading),” ASTM International, West Conshohocken, PA, 2019.

30. Altoubat, S. A.; Roesler, J. R.; Lange, D. A.; and Rieder, K. A., “Simplified Method for Concrete Pavement Design with Discrete Structural Fibers,” Construction and Building Materials, V. 22, No. 3, 2008, pp. 384-393.

31. Bordelon, A., and Roesler, J., “Design with Fiber Reinforcement for Thin Concrete Overlays Bonded to Asphalt,” Journal of Transportation Engineering, V. 138, No. 4, 2012, pp. 430-435.

32. ASTM C127-15, “Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate,” ASTM International, West Conshohocken, PA, 2015.

33. Shi, X.; Brescia-Norambuena, L.; Grasley, Z.; and Hogancamp, J., “Fracture Properties and Restrained Shrinkage Cracking Resistance of Cement Mortar Reinforced by Recycled Steel Fiber from Scrap Tires,” Transportation Research Record: Journal of the Transportation Research Board, V. 2674, No. 8, 2020, pp. 581-590.

34. Shi, X.; Brescia-Norambuena, L.; Tavares, C.; and Grasley, Z., “Semicircular Bending Fracture Test to Evaluate Fracture Properties and Ductility of Cement Mortar Reinforced by Scrap Tire Recycled Steel Fiber,” Engineering Fracture Mechanics, V. 236, 2020, p. 107228.

35. Shi, X.; Park, P.; Rew, Y.; Huang, K.; and Sim, C., “Constitutive Behaviors of Steel Fiber Reinforced Concrete under Uniaxial Compression and Tension,” Construction and Building Materials, V. 233, 2020, p. 117316.

36. TxDOT, “Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges,” Texas Department of Transportation, Austin, TX, 2014.

37. Khute, S.; Singh, S.; Zerbino, R.; and Gettu, R., “Fresh-State Behavior of Paving Concrete Reinforced with Discarded Coconut Coir Fibres,” Indian Concrete Journal, V. 96, No. 12, 2022, pp. 5-13.

38. ASTM C143/C143M-15, “Standard Test Method for Slump of Hydraulic-Cement Concrete,” ASTM International, West Conshohocken, PA, 2015.

39. ASTM C138/C138M-17, “Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete,” ASTM International, West Conshohocken, PA, 2017.

40. Rowan, A.; Ghebreyesus, F. G.; Zamen, S.; Willis, L. J.; Halliday, H. S.; and Dehghan-Niri, E., “X-Ray Computed Tomography Analysis of Magnetically Oriented Short Steel Fibers and their Effect on Uniaxial Tensile Strength of Cement Mortar,” Journal of Materials in Civil Engineering, ASCE, V. 34, No. 2, 2022, p. 04021455.

41. Huang, H.; Su, A.; Gao, X.; and Yang, Y., “Influence of Formwork Wall Effect on Fiber Orientation of UHPC with Two Casting Methods,” Construction and Building Materials, V. 215, 2019, pp. 310-320.

42. ASTM C39/C39M-21, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 2021.

43. ASTM C215-19, “Standard Test Method for Fundamental Transverse, Longitudinal, and Torsional Resonant Frequencies of Concrete Specimen,” ASTM International, West Conshohocken, PA, 2019.

44. ASTM C496/C496M-17, “Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 2017.

45. ASTM C78/C78M-22, “Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading),” ASTM International, West Conshohocken, PA, 2022.

46. ACPA, “Bonded Concrete Overlay on Asphalt (BCOA) Thickness Designer,” American Concrete Pavement Association, Rosemont, IL, http://apps.acpa.org/applibrary/BCOA/. (last accessed Aug. 26, 2025)

47. Sassani, A.; Ceylan, H.; Kim, S.; Arabzadeh, A.; Taylor, P.C.; and Gopalakrishnan, K., “Development of Carbon Fiber-Modified Electrically Conductive Concrete for Implementation in Des Moines International Airport,” Case Studies in Construction Materials, V. 8, 2018, pp. 277-291.

48. Kaźmierowski, M.; Jaskulski, R.; Drzazga, M.; Nalepka, M.; and Kordasz, M., “Effects of the Addition of Short Straight Steel Fibers on the Strength and Strains of High-Strength Concrete During Compression,” Scientific Reports, V. 14, No. 1, 2024, pp. 1-13.

49. ACI Committee 544, “Design and Construction of Fiber-Reinforced Precast Concrete Tunnel Segments (ACI 544.7R-16),” American Concrete Institute, Farmington Hills, MI, 2016, 36 pp.

50. Zia, A.; Zhang, P.; Holly, I.; and Prokop, J., “Sustainability Enhancement through High-Dose Recycled Tire Steel Fibers in Concrete: Experimental Insights and Practical Applications,” Sustainability, V. 15, No. 22, 2023, p. 15760.

51. Hasani, M.; Nejad, F. M.; Sobhani, J.; and Chini, M., “Mechanical and Durability Properties of Fiber Reinforced Concrete Overlay: Experimental Results and Numerical Simulation,” Construction and Building Materials, V. 268, 2021, p. 121083.


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