Comparative Study on the Impact of Various Non-Metallic Fibres on High-Performance Concrete Properties

• Published in: Journal of composites science 2024-11, Vol.8 (11), p.476
• Main Authors: Korjakins, Aleksandrs, Kolendo, Girts, Lusis, Vitalijs, Spure, Laura, Bondars, Kaspars, Bajare, Diana, Sahmenko, Genadijs
• Format: Article
• Language: English
• Subjects: Alkali resistance tests; Aspect ratio; Binders (materials); Carbon; Carbon fiber reinforced plastics; Cement; Comparative studies; Composite materials; Composition effects; Concrete; Concrete properties; Construction industry; Cracks; Ductility; Force distribution; Glass fiber reinforced plastics; Impact analysis; Investigations; Mechanical properties; Microfibers; Numerical analysis; Polymers; Polyvinyl alcohol; Reinforced concrete; Workloads
• ISSN: 2504-477X; 2504-477X
• DOI: 10.3390/jcs8110476

The performance of high-performance concrete has been enhanced in the present study by incorporating non-metallic fibres without altering the binder content. The impact of these fibres on high-performance concrete flexural and compression characteristics and the arrangement of fibres within the composite were systematically analysed. Unlike conventional practices, the authors of the research introduce various non-metallic fibres, including alkali-resistant glass fibres, carbon microfibers, three types of polypropylene microfibers, and one type of polyvinyl alcohol fibre while maintaining an equal amount of binder. The research aims to comprehensively evaluate the fibre’s influence on cement composite properties. Various types of non-metallic fibres, highlighting differences in diameters and their physical-mechanical properties with a constant amount by volume, have been considered in the research. Alkali-resistant glass and carbon fibres exhibit low values of residual post-cracking force but polyvinyl alcohol fibres demonstrate the best post-cracking behaviour, with a residual post-cracking force value. This detailed examination of fibre distribution and composition sheds light on the nuanced effects on fresh and hardened concrete properties. Notably, this work diverges from existing research by maintaining a constant binder amount and considering the quantitative distribution of fibres in a unit volume of the cement matrix, along with their aspect ratio. These findings provide valuable insights for selecting the most suitable non-metallic fibres for enhancing high-performance concrete properties.