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Official Journal of the Japan Wood Research Society

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A continuum failure criterion applicable to wood

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Abstract

The failure criterion is an essential part of all strength calculations of design. It was shown in the past that the tensor-polynomial equation could be regarded as a polynomial expansion of the real failure surface. Now it is shown that the third-degree polynomial is identical to the real failure criterion. It is also shown that the second-degree part of the polynomial is identical to the orthotropic extension of the von Mises criterion for initial yield. The third-degree polynomial hardening terms of the criterion are also shown to incorporate the earlier theoretical explained mixed-mode I-II fracture equation, showing hardening to be based on hindered microcrack extension. For uniaxial loading, the failure criterion can be resolved in factors, leading to the derivation of extended Hankinson equations. This allows the relations between the constants of the total failure criterion to be elucidated, which is necessary for data fitting of this criterion and providing a simple method to determine the constants by the simple uniaxial, oblique-grain compression and tension tests. Based on this, the numerical failure criterion is given with the simple lower bound criterion for practice and for the codes.

References

  1. 1.

    van der Put TACM (1982) A general failure criterion for wood. Proceedings of 15th Conseil Industrielle des Bois-International Union of Forestry Research Organizations Meeting, Boras, Sweden

  2. 2.

    Hemmer K (1985) Versagensarten des Holzes der Weisstanne unter mehrassige Beanspruchung. Dissertation, University of Karlsruhe, Karlsruhe

  3. 3.

    van der Put TACM (2007) A new fracture mechanics theory of orthotropic materials like wood. Eng Fract Mech 74:771–781

  4. 4.

    Wu EM (1967) Application of fracture mechanics to anisotropic plates. J Appl Mech 34:967–974

  5. 5.

    Gopu VKA (1987) Validity of distortion-energy-based strength criterion for timber members. J Struct Eng 113:2475–2487

  6. 6.

    Kollmann F (1951) Technologie des Holzes und der Holzwerkstoffe. Springer, Berlin Heidelberg New York, p 686, 809, 905

  7. 7.

    Keenan FJ, Jaeger TA (1978) Effect of transverse stress on shear strength and failure mechanism of Douglas fir. Proceedings of the 1st International Conference on Wood Fracture, Banff, Alberta, Canada

  8. 8.

    Tsai SW, Wu EM (1971) A general theory of strength for anisotropic materials. J Comp Mater 5:58–80

  9. 9.

    Norris CB (1939) The elastic theory of wood failure. Trans ASME 61:259–261

  10. 10.

    van der Put TACM (2008) Derivation of the bearing strength perpendicular to the grain of locally loaded timber blocks. Holz Roh Werkst 66:409–417

  11. 11.

    van der Put TACM (2008) Explanation of the embedding strength of particle board. Holz Roh Werkst 66:259–265

  12. 12.

    Möhler K (1978-1979) Consideration of combined stresses for lumber and glued laminated timber CIB-W18-9-6-4, 1978 en CIBW18-11-6-3, 1979

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Author information

Correspondence to Tom A.C.M. van der Put.

Additional information

Parts of this article in preliminary form were presented at the 15th Conseil Industrielle des Bois-International Union of Forestry Research Organizations Meeting, Boras, Sweden, May 1982, and at the 3rd COST Meeting, Limerick, Ireland, April 1993

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Key words

  • Timber
  • Failure criterion
  • Tensor-polynomial
  • Extended orthogonal von Mises criterion
  • Extended Hankinson equations