Skip to main content
Log in

The stress-displacement relation of wood perpendicular to the grain

Part 1. Experimental determination of the stress-displacement relation

  • Originals
  • Published:
Wood Science and Technology Aims and scope Submit manuscript

Summary

A method for measuring the complete stress-displacement relation in both tension and shear and some experimental results on Nordic redwood (Pinus sylvestris) are presented. The complete stress-displacement relation also includes the post-peak behaviour, i.e. the descending branch of the curve. The influence of annual ring orientation and moisture content on the form of the stress-displacement curve for the fracture process zone has been examined, and the results show that the normalised curve in tension is independent of annual ring orientation and moisture content.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Boström, L. 1992: Method for determination of the softening behaviour of wood and the applicability of a nonlinear fracture mechanics model. Report TVBM-1012. Lund Inst. of Tech. Sweden

    Google Scholar 

  • Gustafsson, P. J.; Enquist, B. 1988: Strength of notched beams. Report TVSM-7042. Lund Inst. of Tech. Sweden (in Swedish)

    Google Scholar 

  • Hassanzadeh, M.; Hillerborg, A.; Zhou, F. P. 1987: Tests of material properties in mixed mode I and II. SEM/RILEM Int. Conf. on Fracture of Concrete and Rock

  • Heilmann, H. G.; Hilsdorf, H. H.; Finsterwalder, K. 1969: Festigkeit und Verformung von Beton unter Zugspannungen. Deutscher Ausschuß für Stahlbeton. Heft 203. Ernst & Sohn. Berlin

    Google Scholar 

  • Hillerborg, A.; Modéer, M.; Petersson, P. E. 1976: Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cem. and Concr. Res., Vol. 6, pp. 773–782

    MathSciNet  MATH  Google Scholar 

  • Hillerborg, A. 1989: Stability problems in fracture mechanics testing. Fracture of Concrete and Rock; pp. 369–378; Elsevier Applied Science

  • Johannesson, B. 1977: Holes in plywood and gluelam beams — a literature survey. Report S77 4: Chalmers Inst. of Tech. Göteborg. Sweden (in Swedish)

    Google Scholar 

  • Larsen, H. J.; Gustafsson, P. J. 1990: The fracture energy of wood in tension perpendicular to the grain. Results from a joint testing project. Paper 23-19-2, CIB-W18A, meeting 23, Lisbon, Portugal

  • Petersson, P. E. 1981: Crack growth and development of fracture zones in plain concrete and similar materials. Report TVBM-1006. Lund Inst. of Tech. Sweden

    Google Scholar 

  • Sih, G. C.; Paris, P. C.; Irwin, G. R. 1965: On cracks in rectilinearly anisotropic bodies. Int. J. of Fracture Mechanics, Vol. 1, pp. 189–203

    Google Scholar 

  • Valentin, G.; Boström, L.; Gustafsson, P. J.; Ranta-Maunus, A.; Gowda, S. 1991: Application of fracture mechanics to timber RILEM state-of-the-art report. Research notes 1262. Tech. Res. Centre of Finland. Espoo, Finland

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

About this article

Cite this article

Boström, L. The stress-displacement relation of wood perpendicular to the grain. Wood Sci.Technol. 28, 309–317 (1994). https://doi.org/10.1007/BF00204218

Download citation

  • Received:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF00204218

Keywords

Navigation