Technical Papers
Jun 13, 2017

Axial Strength of Sandwich Panels of Different Lengths with Natural Flax-Fiber Composite Skins and Different Foam-Core Densities

Publication: Journal of Composites for Construction
Volume 21, Issue 5

Abstract

This study examines the axial compressive strength of sandwich panels of different lengths, with flax fiber–reinforced polymer (FFRP) skins of different thicknesses, as an alternative to glass FRP (GFRP) skins. The panels incorporate polyisocyanurate (PIR) foam cores of different densities: 32, 64, and 96  kg/m3. A total of 78 column specimens with a 100×50  mm2 core cross section were fabricated from the three PIR foam cores. FFRP skin layers ranged from one to five, giving a core-to-skin thickness (c:t) ratio of 1564. The length of the specimens ranged from 500 to 1,500 mm. Specimens were tested under concentric axial compression using pinned-end conditions. Panels with three FFRP layers showed equivalent axial strength to those with a single GFRP layer of 85% the total FFRP skin thickness. This was the case across all lengths studied and across all core densities. Doubling core density resulted in peak load increases, across all lengths, of 76, 57, and 79% for skins with one, three, and five FFRP layers, respectively; tripling the density resulted in respective increases of 114, 131, and 176%. As panel length increased from 500 to 1,500 mm, axial strength reduced by 40% for the 96  kg/m3 panels but only by 20% for the 32 and 64  kg/m3 panels. Panels longer than 1,250 mm experienced global buckling at peak loads, whereas those shorter than 750 mm experienced localized failures. The intermediate range of lengths saw mixed failure modes.

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Acknowledgments

The authors acknowledge the in-kind contribution of the Elliot Company of Indianapolis and Fyfe Company, LCC, as well as the financial support provided by Agriculture and Agri-Foods Canada (AAFC) and Bioindustrial Innovation Canada (BIC).

References

ASTM. (2011). “Standard test method for flatwise compressive properties of sandwich cores.” ASTM C365, West Conshohocken, PA.
ASTM. (2016). “Standard test method for flatwise tensile strength of sandwich constructions.” ASTM C297, West Conshohocken, PA.
Carlsson, L. A. (2011). Structural and failure mechanics of sandwich composites, Springer, New York.
CoDyre, L., and Fam, A. (2016). “The effect of foam core density at various slenderness ratios on axial strength of sandwich panels with glass-FRP skin.” Compos. Part B Eng., 106, 129–138.
CoDyre, L., Mak, K., and Fam, A. (2016). “Flexural and axial behaviour of sandwich panels with bio-based flax-FRP skins and various foam core densities.” J. Sandwich Struct. Mater., 1–22.
Composites Evolution. (2012). “Biotex flax unidirectional fabric, technical data sheet.” ⟨http://www.compositesevolution.com/Portals/0/Biotex%20Flax%20Unidirectional%20TDS%20March%202012.pdf⟩ (Sep. 2015).
Elliott. (2012). “ELFOAM technical data.” ⟨http://www.elliottfoam.com/tech.html⟩ (Sept. 2015).
Fleck, N. A., and Sridhar, I. (2002). “End compression of sandwich columns.” Compos. Part A, 33(3), 353–359.
Fyfe. (2012). “Tyfo SEH-51A composite using Tyfo S epoxy.” ⟨http://www.fyfeco.com/Products/∼/media/Files/Fyfe/2013-Products/Tyfo%20SEH-51A%20Comp.ashx⟩ (Sep. 2015).
Galambos, T. V. (1998). Guide to stability design criteria for metal structures, 5th Ed., Wiley, New York.
Hoff, N. J., and Mautner, S. E. (1945). “Buckling of sandwich type panels.” J. Aeronaut. Sci., 12(3), 285–297.
Mak, K., Fam, A., and MacDougall, C. (2015). “Flexural behavior of sandwich panels with bio-FRP skins made of flax fibers and epoxidized pine-oil resin.” J. Compos. Constr., 04015005.
Mamalis, A. G., Manolakos, D. E., Ioannidis, M. B, Kostazos, P. K., and Papapostolou, D. P. (2002). “Axial collapse of hybrid square sandwich composite tubular components with corrugated core: Numerical modeling.” Compos. Struct., 58(4), 571–582.
Manalo, A., Aravinthan, T., Fam, A., and Benmokrane, B. (2016). “State-of-the-art review on FRP sandwich systems for lightweight civil infrastructure.” J. Compos. Constr., 04016068.
Mathieson, H., and Fam, A. (2015). “Axial loading tests and simplified modeling of sandwich panels with GFRP skins and soft core at various slenderness ratios.” J. Compos. Constr., 19(2), 13.
Niu, K., and Talreja, R. (1999). “Buckling of a thin face layer on winkler foundation with debonds.” J. Sandwich Struct. Mater., 1(4), 259–278.
Pitarresi, G., et al. (2007). “A comparative evaluation of crashworthy composite sandwich structures.” Compos. Struct., 78(1), 34–44.
Sadeghian, P., Hristozov, D., and Wroblewski, L. (2016). “Experimental and analytical behavior of sandwich composite beams: Comparison of natural and synthetic materials.” J. Sandwich Struct. Mater., 1–21.
Shawkat, W., Honickman, H., and Fam, A. (2008). “Investigation of a novel composite cladding wall panel in flexure.” J. Compos. Mater., 42(3), 315–330.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 21Issue 5October 2017

History

Received: Sep 7, 2016
Accepted: Feb 27, 2017
Published online: Jun 13, 2017
Published in print: Oct 1, 2017
Discussion open until: Nov 13, 2017

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Authors

Affiliations

Luke CoDyre
Master’s Student, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.
Amir Fam, F.ASCE [email protected]
Associate Dean (Research and Graduate Studies) and Donald and Sarah Munro Chair Professor in Engineering and Applied Science, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author). E-mail: [email protected]

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