Challenges of a Circular Economy: The Example of Raw Recycled Tyre Steel Fibres Added to Concrete

• Published in: Materials 2024-09, Vol.17 (18), p.4554
• Main Authors: Michalik, Agnieszka, Chyliński, Filip, Zychowicz, Jacek, Pichór, Waldemar
• Format: Article
• Language: English
• Subjects: Air entrainment; Belgium; Compressive strength; Concrete; Concrete mixing; Concrete reinforcements; Cost analysis; Dispensing; Durability; Economic development; Energy consumption; Energy costs; Flexural strength; Greenhouse gases; Modulus of elasticity; Natural resources; Plant layout; Poland; Ready mixed concrete; Recycling; Reinforced concrete; Reinforcing steels; Steel fibers; Tensile strength
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma17184554

This research was conducted to analyse the possibility of using raw, untreated recycled tyre fibres as an effective concrete reinforcement according to circular economy principles. The aim of the article was also to develop a method for dispensing tire fibres on a real scale. Additional treatment and homogenisation of recycled steel fibres entail higher energy consumption, emissions of greenhouse gases, and increased costs. However, obtaining durable and safe concrete effectively reinforced with steel fibres is critical. Finding a balance between environmental friendliness and product durability is a circular economic challenge. Reference concrete with commercial steel fibres (15 kg/m ) and two concretes containing various quantities of non-treated, raw tyre recycled fibres (25 kg/m and 45 kg/m ) were industrially produced. Tests were carried out on the properties of the concrete mixture and hardened concrete, such as compressive strength, flexural strength, splitting strength, modulus of elasticity, residual flexural tensile strength, and fibre distribution in concrete. Tests revealed that increasing the amount of raw tyre fibres disturbs the structure and causes air entrainment and the formation of fibre clusters. Smaller quantities of raw tyre fibres turn out an effective concrete reinforcement. The use of non-treated tyre fibres as concrete reinforcement is possible but requires more stringent control of the concrete parameters. Implementation tests on an industrial scale are a novelty in this study, presenting an analysis of the possible dispensing of tyre fibres in a ready-mixed concrete production plant and testing the characteristics of manufactured concrete.