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Compressive failure of spruce wood rings reinforced with glass epoxy composite

Compressive failure of spruce wood rings reinforced with glass epoxy composite
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摘要 We experimentally tested under radial compressive loads and statistically analyzed rings constructed from spruce wood and reinforced with glass fiber.We used the Weibull distribution in statistical analysis,and tested five types of rings including unreinforced and composite reinforced(CR) as wound around the ring,oriented as two layers at angles of 45°,60°,75° and 90° to the column axis.We calculated 95 % reliability of load carrying capacity of the rings by Weibull distribution.The highest load carrying capacity was obtained with CR rings at 60° to the axial axis of the ring.Load carrying capacities of rings at CR90,CR75,CR60 and CR45 were 137,192,215 and 126 %greater,respectively,than unreinforced rings.For unreinforced rings,failures resulted from catastrophic breaking of wood materials.None of the reinforced rings failed catastrophically because the outer surface of the rings was reinforced with glass–epoxy composite fiber.Cracks began at the core of the materials under the composite layer for all specimens and resulted in failure of the rings. We experimentally tested under radial compressive loads and statistically analyzed rings constructed from spruce wood and reinforced with glass fiber.We used the Weibull distribution in statistical analysis,and tested five types of rings including unreinforced and composite reinforced(CR) as wound around the ring,oriented as two layers at angles of 45°,60°,75° and 90° to the column axis.We calculated 95 % reliability of load carrying capacity of the rings by Weibull distribution.The highest load carrying capacity was obtained with CR rings at 60° to the axial axis of the ring.Load carrying capacities of rings at CR90,CR75,CR60 and CR45 were 137,192,215 and 126 %greater,respectively,than unreinforced rings.For unreinforced rings,failures resulted from catastrophic breaking of wood materials.None of the reinforced rings failed catastrophically because the outer surface of the rings was reinforced with glass–epoxy composite fiber.Cracks began at the core of the materials under the composite layer for all specimens and resulted in failure of the rings.
出处 《Journal of Forestry Research》 SCIE CAS CSCD 2015年第2期517-522,共6页 林业研究(英文版)
关键词 Reinforced ring Composite material Composite reinforced Spruce wood Reinforced ring Composite material Composite reinforced Spruce wood
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参考文献16

  • 1Aktas A (2007) Statistical analysis of bearing strength of glass-fiber composite materials. J Reinf Plast Compos 26:555-564.
  • 2Barbero E, Fernandez-Saez J, Navarro C (2000)Statistical analysis of the mechanical properties of composite materials. Compos B 31:375-381.
  • 3Cabrero JM, Heidusehke A, Hailer P (2010a) Analytical assessment of the load carrying capacity of axially loaded wooden reinforced tubes. Compos Struet 92:2955-2965.
  • 4Cabrero JM, Heiduschke A, Hailer P (2010) Parametric analysis of composite reinforced wood tubes under axial compression. In: World conference on timber engineering.
  • 5Chellis RD (1961)Detefioralion arid preservation of piles. Pile foundhtEns. McGraw'Hill, NewYork, pp 339-372.
  • 6Dodson B (1994) Weibull analysis. American Society for Quality, Milwaukee.
  • 7Fam A, Kim YJ, Son J (2010) A numerical investigation into the response of free end tubular composite poles subjected to axial and lateral loads. Thin-Wall Struct 48:650-659.
  • 8Guden M, Yuksel S, Tasdemirci A, Tanoglu M (2007) Effect of aluminum closed-cell foam filling on the quasi-static axial crush performance of glass fiber reinforced polyester composite and aluminum/composite hybrid tubes. Compos Struct 81:480-490.
  • 9Hailer P (2007) Concepts for textile reinforcements for timber structures. Mater Struct 40:107-118.
  • 10Han TH, Han SY, Kang YJ (2007) Elastic buckling behavior characteristics of GFRP pipe with reinforced ribs, composites and polycon. American Composites Manufacturers Association, 17-19 Oct, Tampa.

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