Preliminary feasibility study of concrete with metallic fibres from end-of-life tires for selfheating pavements

Authors

DOI:

https://doi.org/10.21703/0718-2813.2025.38.3638

Keywords:

Concrete, Pavement, Fibre-reinforced concrete, Metal fibre from end-of-life tires

Abstract

This research explores alternatives to industrial metal fibres (IMF) used in concrete, proposing their replacement with metal fibres from end-of-life tires (ELTF) and steel shavings (SS). The objective is to analyse the effects of incorporating ELTF on the mechanical and physical behaviour of concrete intended for self-defrosting pavements. Tests indicate that the 1.5% IMF + 13.5% SS mixture exhibits compressive strength equivalent to that of conventional concrete, while the 1.5% IMF + 13.5% SS mixture shows a 25.9% decrease compared to the control, attributed to the presence of contaminants. However, superior thermal performance is observed in the mixture with ELTF, which demonstrates 3.4 times greater efficiency in increasing internal temperature compared to the mixture incorporating IMF. Taken together, these results suggest opportunities for innovation in the concrete industry, showing that the use of recycled materials such as FMNFU can contribute not only to reducing costs and the carbon footprint, but also to improving the thermal performance of pavements.

References

Abdualla, H. (2018). Design, construction, and performance of heated concrete pavements system. PhD thesis, Iowa State University, USA.

DGAC (2024). Dirección Meteorológica de Chile. Servicios climáticos. Dirección General de Aeronáutica Civil. https://climatologia.meteochile.gob.cl

IGM (2009). Atlas geográfico para la educación. Instituto Geográfico Militar, Santiago, Chile.

NCh2260 (1996). Morteros—Preparación de prueba y mezclas comparativas en el laboratorio. Instituto Nacional de Normalización INN, Santiago, Chile.

NCh165 (2009a). Áridos para morteros y hormigones—Tamizado y determinación de la granulometría. Instituto Nacional de Normalización INN, Santiago, Chile.

NCh1239 (2009). Áridos para morteros y hormigones—Determinación de las densidades real y neta y de la absorción de las arenas. Instituto Nacional de Normalización INN, Santiago, Chile.

NCh1117 (2010). Áridos para morteros y hormigones—Determinación de las densidades reales y netas y de la absorción de agua de las gravas. Instituto Nacional de Normalización INN, Santiago, Chile.

NCh163 (2013). Áridos para morteros y hormigones—Requisitos. Instituto Nacional de Normalización INN, Santiago, Chile.

Malakooti, A., Sadati, S., Ceylan, H., Kim, S., Cetin, K.S., Taylor P.C., Mina, M., Cetin, B. and Theh, W.S. (2021). Selfheating electrically conductive concrete demonstration project. IHRB project TR724. Institute for Transportation, Iowa State University, USA.

Rahman, M.L., Malakooti, A., Ceylan, H., Kim, S. and Taylor, P.C. (2022). A review of electrically conductive concrete heated pavement system technology: From the laboratory to the fullscale implementation. Construction and Building Materials 329,127139. https://doi.org/10.1016/j.conbuildmat.2022.127139

Wang, L. and Aslani, F. (2019). A review on material design, performance, and practical application of electrically conductive cementitious composites. Construction and Building Materials 229, 116892. https://doi.org/10.1016/j.conbuildmat.2019.116892

Yehia, S.A. and Tuan, C.Y. (1998). Bridge deck deicing. Transportation Conference, University of Nebraska at Omaha, USA, 51-57.

Zhang, Y. and 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.

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Published

2025-12-10

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Articles

How to Cite

Preliminary feasibility study of concrete with metallic fibres from end-of-life tires for selfheating pavements. (2025). Obras Y Proyectos, 38, 107-113. https://doi.org/10.21703/0718-2813.2025.38.3638