Quasi-static and high-rate flexural responses of intralaminar-hybridised basalt-flax fibre-reinforced polymer composites
With the rapid advancement in the design and manufacturing of fibre-reinforced polymer composites, the limited research on the high-rate dynamic flexural behaviour restricts the effective use of these materials in high-performance load-bearing applications. Sustainable composites made from intralaminar-hybridised basalt-flax fibres, along with their hybrids incorporating carbon fibres, were fabricated using vacuum assisted resin infusion technique. A modified Split-Hopkinson Pressure Bar technique was employed for the high-rate three-point bending tests, while the quasi-static flexural behaviour was assessed with an electromechanical universal testing machine. In-situ damage characterisation for the dynamic testing was analysed with the aid of high-speed camera footages. The strain rate effect and energy absorption capability were also analysed. The novel basalt-flax/carbon fibre-reinforced epoxy composite achieved an ultimate flexural strength exceeding 2000 MPa at a loading velocity of 30.5 m/s, which represents a 21% improvement over its pure carbon fibre-reinforced counterpart and a 93% improvement surpassing its carbon/basalt fibre-reinforced counterpart. Their superior dynamic flexural properties demonstrate great applicability of basalt and flax fibres as sustainable reinforcing fibres in high-velocity impact applications, especially in the automotive and aerospace industries.
Authors
- Boon Xian Chai (ORCID: https://orcid.org/0000-0002-2873-8942)
- Nishar Hameed
- Kwong Ming Tse
- Qinghua Wang
- Jiahui Li
- Baohua Jia
- Dong Ruan
- Yuqi Wang
- Shanqing Xu
- Sijia Shi
Institutions
- Swinburne University of Technology (AU)
- RMIT University (AU)
- Xi'an Jiaotong University (CN)
Publication Details
- Journal
- Advanced Composites and Hybrid Materials
- Published
- 2025-12-23
- DOI
- https://doi.org/10.1007/s42114-025-01559-9
- Primary Topic
- Natural Fiber Reinforced Composites
- Type
- article
- Field-Weighted Citation Impact
- 0.00