Developing a bio-based, continuous fibre reinforcement to push the impact energy limits of engineered wood in structural applications

Laminated birch veneers were reinforced with a layer of unidirectional, continuous filaments for an investigation on the potential increase in fracture toughness. By proposing a new type of reinforcement based on regenerated cellulose filaments, an alternative for conventional glass fibres was introduced featuring a reduction in carbon footprint and enabling a circularity perspective in combination with engineered wood. Impact bending tests based on ISO179-1/2 were performed to assess the mechanical potential of such a novel reinforcement. Two sources of fibre reinforcement were considered for a comparison; glass fibres (E-glass) and high-tenacity viscose filaments. Based on biomimetic considerations, structural features such as yarn twist and a partial impregnation of the yarn were implemented to foster a tough composite failure. A Finite Element (FE) model was proposed to describe the effect of cellulosic reinforcements under dynamic loading, considering the impregnation with different adhesive systems. The results indicated a strong influence of the fibre impregnation. With a mean impact strength of 38.6 kJ/m 2 cellulose filaments impregnated with epoxy showed only a moderate improvement compared to 34.7 kJ/m 2 for non-reinforced wood. When impregnated with an emulsion polymer isocyanate, impact strength more than doubled to 88.9 kJ/m 2 . This was traced back to the partial impregnation of the yarn cross-section. A comparison of the FE simulation with the experimental data showed consistency in the failure behaviour and the quantitative effect of reinforcement. This novel reinforcing approach and its underlying model demonstrated a considerable progress in increasing the crash-safety of wood by means of a bio-based and easily applicable solution. • Presenting a concept for reinforcing engineered wood with cellulose filaments. • Bio-inspired structure-property relation enhances the impact strength of composites. • Fracture toughness of glass and cellulose fibre reinforcements are compared. • Cabled yarn structures outperform fibre rovings in impact bending tests. • Energy-absorbing properties of bio-based composites can be replicated in FE-model.

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Publication Details

Journal
Composites Part B Engineering
Published
2025-04-26
DOI
https://doi.org/10.1016/j.compositesb.2025.112536
Citations
5
Primary Topic
Tree Root and Stability Studies
Type
article
Field-Weighted Citation Impact
3.57
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article

Developing a bio-based, continuous fibre reinforcement to push the impact energy limits of engineered wood in structural applications

Stefan Hartmann, Hajir Al-musawi, Ulrich Müller, Gabriel Praxmarer et al.
5 citations
Composites Part B Engineering
Tree Root and Stability Studies
3.57
article

Developing a bio-based, continuous fibre reinforcement to push the impact energy limits of engineered wood in structural applications

Stefan Hartmann, Hajir Al-musawi, Ulrich Müller, Gabriel Praxmarer, Bernhard Ungerer, Philipp Matz, Florian Kupelwieser
article en
5 citations

Abstract

Laminated birch veneers were reinforced with a layer of unidirectional, continuous filaments for an investigation on the potential increase in fracture toughness. By proposing a new type of reinforcement based on regenerated cellulose filaments, an alternative for conventional glass fibres was introduced featuring a reduction in carbon footprint and enabling a circularity perspective in combination with engineered wood. Impact bending tests based on ISO179-1/2 were performed to assess the mechanical potential of such a novel reinforcement. Two sources of fibre reinforcement were considered for a comparison; glass fibres (E-glass) and high-tenacity viscose filaments. Based on biomimetic considerations, structural features such as yarn twist and a partial impregnation of the yarn were implemented to foster a tough composite failure. A Finite Element (FE) model was proposed to describe the effect of cellulosic reinforcements under dynamic loading, considering the impregnation with different adhesive systems. The results indicated a strong influence of the fibre impregnation. With a mean impact strength of 38.6 kJ/m 2 cellulose filaments impregnated with epoxy showed only a moderate improvement compared to 34.7 kJ/m 2 for non-reinforced wood. When impregnated with an emulsion polymer isocyanate, impact strength more than doubled to 88.9 kJ/m 2 . This was traced back to the partial impregnation of the yarn cross-section. A comparison of the FE simulation with the experimental data showed consistency in the failure behaviour and the quantitative effect of reinforcement. This novel reinforcing approach and its underlying model demonstrated a considerable progress in increasing the crash-safety of wood by means of a bio-based and easily applicable solution. • Presenting a concept for reinforcing engineered wood with cellulose filaments. • Bio-inspired structure-property relation enhances the impact strength of composites. • Fracture toughness of glass and cellulose fibre reinforcements are compared. • Cabled yarn structures outperform fibre rovings in impact bending tests. • Energy-absorbing properties of bio-based composites can be replicated in FE-model.

Composites Part B EngineeringVol. 303
Virtual Vehicle Research GmbH (Austria) (AT), Mahle (Austria) (AT), BOKU University (AT)
Affordable and clean energy
Openalex Percentile: Top 8%
Tree Root and Stability Studies
3.57
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