4.5 Article

Blast behaviour of fibre reinforced polymers containing sustainable constituents

Journal

JOURNAL OF REINFORCED PLASTICS AND COMPOSITES
Volume 41, Issue 19-20, Pages 771-790

Publisher

SAGE PUBLICATIONS LTD
DOI: 10.1177/07316844211072529

Keywords

natural fibres; blast response; transient failure; bio-based resins; fibre reinforced polymer composites

Funding

  1. National Research Foundation (NRF) of South Africa

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This paper evaluates the susceptibility to damage of sustainable natural fibers and bio-based resins in fiber reinforced polymers (FRPs) under explosive detonation. Flax and jute FRP panels were blast tested and compared to glass FRP panels of equivalent mass. The results show the importance of fiber strength and stiffness, and the lesser influence of resin system. A modified non-dimensional analysis approach is proposed for predicting the peak displacement of FRPs during blast events.
As the use of more sustainable natural fibres and bio-based resins in fibre reinforced polymers (FRPs) becomes more widespread, their susceptibility to damage due to explosive detonation needs to be evaluated. In this paper, flax and jute FRP panels were blast tested and compared to equivalent mass glass FRP panels. Comparisons were made between flax and glass FRPs manufactured using a synthetic Prime 20 epoxy and a Super Sap epoxy resin containing bio-based raw materials. The transient measurements revealed that all the FRPs exhibited high-peak displacements and viscously damped elastic vibrations. The results showed the predominance of fibre strength and stiffness, and the lesser influence of resin system. The presented modified non-dimensional analysis approach could be extended to predict peak displacement of FRPs during blast events in the future. The failure mode progression for each panel type was identified, providing unique and detailed insights for designers and blast protection engineers. The work should prove valuable to blast protection engineers considering the effects of explosive detonations on structures containing FRPs.

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