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Official Journal of the Japan Wood Research Society

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Accuracy of shear properties of wood obtained by simplified Iosipescu shear test

Abstract

We examined the accuracy of the shear properties of wood by the Iosipescu shear test using specimens whose shape was simplified. Quartersawn boards of sitka spruce (Picea sitchensis Carr.) and shioji (Japanese ash,Fraxinus spaethiana Lingelsh.) were used. Two types of specimen for the Iosipescu shear test were compared: a “standard specimen” whose notch angle is 90° and a “keyhole type specimen”, which is more easily prepared than the standard type. The shear modulus, yield shear stress, and failure shear stress of the keyhole-type specimen were compared to those of the standard specimen. Shear stress analysis was conducted using the finite element method (FEM). The results obtained were as follows: (1) The failure pattern obtained by the simplified Iosipescu shear test was similar to that seen with the standard Iosipescu shear test. (2) The shear modulus, yield stress, and failure stress obtained by the simplified Iosipescu shear test coincided with those by the standard Iosipescu shear test. (3) The principal strain angle and principal stress angle of the simplified Iosipescu shear test were about 45°. (4) It is recognized that pure stress is applied to the strain-gauge regions in the simplified Iosipescu shear test, and it is expected that the shear properties are independent of the notch angle.

References

  1. Yoshihara H, Ohsaki H, Kubojima Y, Ohta M (1999) Applicability of the Iosipescu shear test on the measurement of the shear properties of wood. J Wood Sci 45:24–29

    Article  CAS  Google Scholar 

  2. Iosipescu N (1967) New accurate procedure for single shear testing of metals. J Mater 2:537–566

    Google Scholar 

  3. Janowiak JJ, Pellerin RF (1991) Iosipescu shear test apparatus applied to wood composites. Wood Fiber Sci 23:410–418

    Google Scholar 

  4. Adams DF, Walrath DE (1987) Current status of the Iosipescu shear test method. J Composite Mater 21:494–507

    Article  CAS  Google Scholar 

  5. Yoshihara H, Ohta M (1997) Stress-strain relationship of wood in the plastic region. III. Determination of the yield stress by formulating the stress-plastic strain relationship. Mokuzai Gakkaishi 43:464–469

    CAS  Google Scholar 

  6. Kubojima Y, Yoshihara H, Ohta M, Okano T (1996) Examination of the method of measuring the shear modulus of wood based on the Timoshenko's theory of bending. Mokuzai Gakkaishi 42:1170–1176

    Google Scholar 

  7. Goens E (1931) Über die Bestimmung des Elastizitätsmodulus von Stäben mit Hilfe von Biegungsschwingungen. Ann Phys 5F11:649–678

    Article  Google Scholar 

  8. 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 

  9. Timoshenko SP (1921) On the correction for shear of the differential equation for transverse vibrations of prismatic bars. Phil Mag 6th Ser 41:744–746

    Article  Google Scholar 

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Correspondence to Yoshitaka Kubojima.

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Kubojima, Y., Yoshihara, H., Ohsaki, H. et al. Accuracy of shear properties of wood obtained by simplified Iosipescu shear test. J Wood Sci 46, 279–283 (2000). https://doi.org/10.1007/BF00766217

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  • DOI: https://doi.org/10.1007/BF00766217

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