Properties and Behavior of Rubberized Concrete Enhanced with PVA Fibers

• Published in: Buildings (Basel) Vol. 13; no. 7; p. 1681
• Main Authors: El Naggar, Hany, Abu Abdo, Ahmad M.
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.07.2023
• Subjects: Aggregates; Carbon footprint; Cement; Civil engineering; Compressive properties; Compressive strength; Concrete; Concrete aggregates; Concrete mixes; Concrete properties; Crack initiation; Deformability; Developed countries; Ductility; elastic modulus; Environmental impact; Fibers; Flexural strength; Formability; Landfills; Mechanical properties; Mixtures; Modulus of elasticity; Natural resources; Plasticity; Polyvinyl alcohol; polyvinyl alcohol (PVA) fibers; Refuse and refuse disposal; Reinforced concrete; Rubber; rubberized concrete; Scrap; splitting tensile strength; Strain; Strain hardening; Tensile strength; tire derived aggregates (TDAs); Tires; Waste disposal sites
• ISSN: 2075-5309; 2075-5309
• DOI: 10.3390/buildings13071681

Due to growing populations, approximately one billion scrap tires are generated annually worldwide. This is a problem particularly in more developed countries where the per-head share of scrape tires is much higher than the global average. The adverse environmental impacts associated with landfilling scrap tires made it imperative to promote eco-friendly solutions such as utilizing them in civil engineering applications. This paper explores the use of tire-derived aggregates (TDAs) with large particle sizes that require less energy to produce as a substitute for traditional aggregates in concrete production. A comprehensive experimental program was conducted to study the effects of the TDA content on the density, compressive strength, elastic modulus, strain at failure, splitting tensile strength, and flexural strength of rubberized concrete at 28 days. Furthermore, with the aim of improving the tensile and flexural properties of rubberized concrete, the use of polyvinyl alcohol (PVA) fibers was also investigated in this study. A total of 126 specimens, half of them containing PVA fibers, were prepared from fourteen different concrete mixtures with varying percentages of TDAs replacing coarse aggregates. Results indicate that a reasonable TDA content of less than 20% can be used to produce concrete with comparable or even superior properties for specific applications requiring moderate strength and higher deformability while reducing waste tires in landfills. In addition, adding 1% PVA fibers to the mixtures was found to enhance the specimens’ compressive, tensile, and flexural strengths and reduce the observed loss of strength rate in rubberized concrete, especially at higher TDA contents. Overall, this research suggests that TDAs can be a sustainable and cost-effective solution for applications that do not require great concrete compressive strength but a more accommodating plastic behavior.