4.4 Article

Performance of SiO2-impregnated flax fibre reinforced polymers under wet dry and freeze thaw cycles

Journal

JOURNAL OF COMPOSITE MATERIALS
Volume 55, Issue 2, Pages 251-263

Publisher

SAGE PUBLICATIONS LTD
DOI: 10.1177/0021998320946811

Keywords

Flax fibers; epoxy; durability; wet-dry; freeze-thaw; FRP; treatment; SiO2; silane

Funding

  1. Agriculture and Agri-Foods Canada (AAFC)
  2. Bioindustrial Innovation Canada (BIC)
  3. Natural Sciences and Engineering Research Council of Canada (NSERC)

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The study focuses on the short-term and long-term performance of SiO2-impregnated flax fibre reinforced polymer (FFRP) when exposed to wet-dry and freeze-thaw cycles. The treated FFRP showed improved bond between the fibre and resin, as well as higher tensile strength and modulus. However, delamination between the fibre and resin still occurred during exposure to wet-dry and freeze-thaw cycles, leading to reductions in strength and modulus.
Flax fibres are of growing interest as a reinforcing fibre; however, they are susceptible to moisture and have demonstrated poor bond to conventional hydrophobic resins. Although there are multiple approaches to address these issues, research has heavily focused on their short-term performance. In this research program, the performance of flax fibre reinforced polymer (FFRP), manufactured using SiO2-impregnated flax fibre, is assessed for its short-term performance as well as its long-term performance when exposed to wet-dry (WD) and freeze-thaw (FT) cycles. Treated FFRP showed improved bond between the fibre and resin as well as resistance to fibre pull-out. It exhibited a tensile strength of 144 +/- 15 MPa and a tensile modulus of 8.6 +/- 0.35 GPa. When exposed to WD cycles, delamination between the fibre and resin were observed. The onset of statistically significant mechanical damage occurred after four WD cycles, with a final 3% reduction in strength and a 6% reduction in modulus post-exposure. When exposed to FT cycles, FFRP experienced cracking within the fibre, as well as delamination at the interface. The onset of statistically significant mechanical damage occurred after 50 FT cycles, which manifested as a final 5% reduction in tensile strength and 10% reduction in tensile modulus post-exposure. Regardless of treatment, FFRP demonstrated the same damage mechanisms as untreated variants.

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