4.6 Article

Effectiveness of Concrete Reinforcement with Recycled Tyre Steel Fibres

期刊

MATERIALS
卷 15, 期 7, 页码 -

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MDPI
DOI: 10.3390/ma15072444

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recycled tyre steel fibres (RTSFs); manufactured steel fibres (MSFs); fibre-reinforced concrete (FRC); residual flexural tensile strength; crack mouth opening displacement (CMOD); deflection; work of fracture; toughness index I-5; I-10; I-20; carbon footprint; sustainable construction

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The role of searching for industrial waste management solutions in construction is crucial for environmental protection. This paper presents the results of tests conducted on concrete reinforced with treated recycled tyre steel fibres (RTSFs) compared to the same amount of manufactured steel fibres (MSFs). The effectiveness of concrete reinforcement with RTSFs was analysed using fracture mechanics parameters, and various tests were performed to evaluate the properties of RTSFs reinforced concrete. The study found that RTSFs reinforced concrete, purified and refined during the recycling process, may have better properties than MSFs reinforced concrete. The application of RTSFs in construction not only strengthens cementitious composites but also offers environmental and economic benefits.
The role of searching for industrial waste management solutions in construction is key for environmental protection. Research in recent years has focused on solutions aimed at reducing the carbon footprint. This paper presents the results of tests conducted on concrete reinforced with treated recycled tyre steel fibres (RTSFs) compared to the same amount of manufactured steel fibres (MSFs). The effectiveness of concrete reinforcement with RTSFs was analysed using the fracture mechanics parameters of cementitious composites. Rheological tests, residual flexural tensile strength tests, work of fracture measurements, toughness indices, examinations of the fibre distribution in the concrete, and SEM observations of the concrete fractures with fibres were performed. Determining the work of fracture and toughness indices was an innovative aspect of this paper. As the amount of RTSFs increased, a decrease in the consistency was observed, although the distribution of fibres in the concrete was uniform, as proven by the results of computer tomography tests. Concrete reinforced with RTSFs that is purified and refined during the recycling process might have better properties than concrete reinforced with the same amount of MSFs. The application of RTSFs in construction has environmental and economic benefits in addition to the strengthening of cementitious composites.

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