Determination of the Young’s Modulus and Shear Modulus of Solid Wood by the Symmetric and Asymmetric Four-Point Bending Tests

Author:

YOSHIHARA Hiroshi1,YOSHINOBU Masahiro1,MARUTA Makoto2

Affiliation:

1. Fac. Sci. Eng., Shimane Univ.

2. Fac. Sci. Eng. Shizuoka Institute Sci. Technol.

Publisher

Society of Materials Science, Japan

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference15 articles.

1. 1) ASTM D198-05, “Standard test methods of static tests of lumber in structural sizes” (2005) ASTM International, West Conshohocken.

2. 2) J. Xavier, N. M. Garrido, M. Oliveira, J. L. Morais and P. P. Camanho, “A comparison between the Iosipescu and off-axis shear test methods for the characterization of Pinus Pinaster Ait”, Composites Part A, Applied Science and Manufacturing, Vol.35, No.7-8, pp.827-840 (2004).

3. 3) H. Yoshihara, Y. Kubojima, K. Nagaoka and M. Ohta, “Measurement of the shear modulus of wood by static bending tests”, Journal of Wood Science, Vol.44, No.1, pp.15-20 (1998).

4. 4) J. Ilic, “Relationship among the dynamic and static elastic properties of air-dry Eucalyptus delegatensis R. Baker,” Holz als Roh- und Werkstoff, Vol.59, No.3, pp.169-175 (2001).

5. 5) H. Yoshihara and A. Matsumoto, “Measurement of the shearing properties of wood by in-plane shear test using a thin specimen,” Wood Science and Technology, Vol.39, No.2, pp.141-152 (2005).

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