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Official Journal of the Japan Wood Research Society

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Effects of fiber length and orientation on elasticity of fiber-reinforced plywood

Abstract

Short carbon fibers, a reinforced material in wood veneer composites, were used to investigate the effects of fiber length and orientation of fibers on the elasticity of plywood. The technical feasibility, elasticity, and strength of the reinforced plywood with short carbon fiber were evaluated. In a short fiber reinforcement system, the fiber length does not directly influence the reinforcement in Cox's theory when the fiber length exceeded a certain length. When the length of short carbon fiber is beyond 3 mm, the high reinforced result was obtained in the experiment. However, if fiber length was too long, the reinforced result was less owing to the bridge between fibers and the increase of holes. The optimum fiber length must be considered. The orientation of fibers has a strong influence on the reinforcement. Unidirectional, perpendicular, and random orientation displayed different influence on the elasticity. Experimental results were discussed with Cox's method. Reinforced plywood with short carbon fibers in random orientation has a higher shear modulus and bending strength than the controls, in addition to other mechanical properties.

References

  1. Spann FD (1981) Reinforcement of wood with fiberglass. For Prod J 31(4):91–96

    Google Scholar 

  2. Smulski SJ, Ifju G (1987) Flexural behavior of glass fiber reinforced hardboard. Wood Fiber Sci 19:313–327

    Google Scholar 

  3. Xu H, Tanaka C, Nakao T, Nisino Y, Katayama H (1996) Flexural and shear properties of fiber-reinforced plywood. Mokuzai Gakkaishi 42:376–382

    Google Scholar 

  4. Tomimura Y, Suzuki I (1987) Manufacture of medium density fiberboard containing carbon fibers in the core layer (in Japanese). Mokuzai Gakkaishi 33:645–649

    Google Scholar 

  5. Yanagawa Y (1994) Mechanical properties of wood and glassfiber composites (in Japanese). Mokuzai Gakkaishi 40:1341–1347

    Google Scholar 

  6. Fukuda H (1994) Fukugou zairyou kiso kougaku (in Japanese). Gendai Kougaku Sya, Tokyo, pp 205–263

    Google Scholar 

  7. Timoshenko SP (1921) On the correction for shear of the differential equation for transverse vibrations of prismatic bars. Phil Mag Ser 41:744–764

    Article  Google Scholar 

  8. Goens E (1931) Determination of Young's modulus from flexural vibrations. Ann Physik Ser 11:649–678

    Article  Google Scholar 

  9. Hearmon RFS (1958) The influence of shear and rotatory inertia on the free flexural vibration of wooden beams. Br J Appl Phys 9:381–388

    Article  Google Scholar 

  10. Nakao T, Okano T (1987) Evaluation of modulus of rigidity by dynamic plate shear testing. Wood Fiber Sci 19:332–338

    Google Scholar 

  11. Cox HL (1952) The elasticity and strength of paper and other fibrous materials. Br J Appl Phys 3 (March):72–79

    Article  Google Scholar 

  12. Maki H, Simamura S (1973) Fukugou Zairyou Gityutus Gijyutsu Syuusei (in Japanese). Sangyou Gijuutsu Center, Tokyo, pp 215, 249

    Google Scholar 

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Xu, H., Nakao, T., Tanaka, C. et al. Effects of fiber length and orientation on elasticity of fiber-reinforced plywood. J Wood Sci 44, 343–347 (1998). https://doi.org/10.1007/BF01130445

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  • DOI: https://doi.org/10.1007/BF01130445

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