Hybrid fibre reinforced concrete–A state of the art review
Abstract
It is well established that concrete breaks easily when subjected to tensile loading. Randomly oriented short discrete fibres that stop or control the start, spread, or coalescence of fractures and enhance the mechanical characteristics of concrete. Concrete properties, including improved toughness and energy absorption, increased resistance to dynamic loads, and decreased fracture spacing and breadth, are significantly impacted by the addition of fibres to concrete. This article summarizes the research that has been done on the effective usage of various hybrid forms, such as cementitious composites made of steel, polymer, and natural fibres. Various hybrid system designs are examined according to the fibre type. In general, compared to mono-fibre reinforcement, fibres addition to concrete as hybrid forms enhances several of the material's technical qualities, including energy absorption capacity, ductility, toughness, and durability performance.
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After tensile stress reaches the cracking threshold, discrete cracks develop and propagate very fast, causing stress concentration and loss in stiffness.
“After the tensile stress reaches the cracking threshold, discrete cracks develop and propagate very fast resulting in stress concentration and loss in stiffness [6].”
From Stress–Strain State and Strength of Fiber-Reinforced Concrete Beams with Basalt, Steel, and Polypropylene Fibers (2026) · cites this paper as [6]
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Martazaev, A., & Razzakov, S. (2026) · Construction Materials · doi:10.3390/constrmater6020019 · Cited by 3 · see citing works
- Authors
- Vairagade, V. S., & Dhale, S. A.
- Venue
- Hybrid Advances
- Publisher
- Elsevier BV
- Published
- 2023-08
- Volume
- 3
- Pages
- 100035
- ISSN
- 2773-207X
- Cited by
- 61
- References
- 0
- Language
- en
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