Location via proxy:   [ UP ]  
[Report a bug]   [Manage cookies]                
Skip to main content

Advertisement

Static bending properties of Finnish birch wood

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

Abstract

The purpose of this study was to determine the modulus of elasticity (MOE) and the modulus of rupture (MOR) in the radial bending test for small, clear specimens of Finnish birch (Betula pendula Roth and B. pubescens Ehrh) wood originating from mature trees. The dependency of MOE and MOR on the specific gravity of birch wood was studied, and the relationship between MOE and MOR was modelled at the different heights and at the different distances from the pith of the tree. For B. pendula, the mean values for MOE and MOR were 14.5 GPa and 114 MPa, whereas B. pubescens had means of 13.2 GPa and 104 MPa, respectively. At the corresponding specific gravity, the bending stiffness and strength values did not differ between the two species. The results indicated a linear relationship between the MOE and MOR, irrespective of the birch species or the within-stem location. Both MOE and MOR increased clearly from the pith towards the surface of the tree and decreased slightly from the base to the top of the tree. It seems that if products with as high stiffness and bending strength as possible are wanted, sorting of raw materials into different grades according to their within-tree origin can be of value.

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

Access this article

Subscribe and save

Springer+ Basic
$34.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or eBook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

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

Instant access to the full article PDF.

Fig. 1.
Fig. 2.
Fig. 3.
Fig. 4.

Similar content being viewed by others

Explore related subjects

Discover the latest articles, news and stories from top researchers in related subjects.

References

  • Bhat KM (1980) Variation in structure and selected properties of Finnish birch wood, Part I: Interrelationships of some structural features, basic density and shrinkage. Silva Fenn 14:384–396

    Google Scholar 

  • Bodig J, Jayne BA (1982) Mechanics of wood and wood composites. Van Nostrand Reinhold, New York, p 712

  • Conners TE, McLain TE (1988) Modelling moisture gradient effects on bending properties. Wood Fiber Sci 20(2):226–242

    Google Scholar 

  • Dunham RA, Cameron AD, Petty JA (1999) The effect of growth rate on the strength properties of sawn beams of silver birch (Betula pendula Roth). Scand J For Res 14:18–26

    Article  Google Scholar 

  • Heräjärvi H (2001) Technical properties of mature birch (Betula pendula and B. pubescens) for saw milling in Finland. Silva Fenn 35(4):469–485

    Google Scholar 

  • Heräjärvi H (2003) Variation of basic density and Brinell hardness within mature Finnish Betula pendula and B. pubescens stems. In: Beall FC (ed) Proc 13th Int Symp Nondestructive Testing Wood. August 19–21, 2002, University of California, Berkeley. Forest Products Society, Madison, WI, pp 291–297

  • ISO 3133 (1975) Wood—determination of ultimate strength in static bending. Int Org Standard, p 5

  • ISO 3349 (1975) Determination of modulus of elasticity in static bending. Int Org Standard, p 5

  • Jalava M (1945) Strength properties of Finnish pine, spruce, birch and aspen. Comm Inst For Fen 33(3):1–66 (in Finnish with English summary)

    Google Scholar 

  • Madsen B (1992) Structural behaviour of timber. Timber Engineering Ltd, Canada, p 405 plus Appendix

  • Naderi N, Hernández RE (1999) Effect of planing on physical and mechanical properties of sugar maple wood. Wood Fiber Sci 31(3):283–292

    CAS  Google Scholar 

  • Siau JF (1984) Transport processes in wood. Springer, Berlin Heidelberg New York, p 245

  • Smulski SJ (1991) Relationship of stress wave- and static bending-determined properties of four northeastern hardwoods. Wood Fiber Sci 23(1):44–57

    Google Scholar 

  • Tsoumis G (1991) Science and technology of wood: Structure, properties and utilization. Van Nostrand Reinhold, New York, p 494

    Google Scholar 

  • Verkasalo E (1998) Raudus- ja hieskoivun laatu puuaineen tiheyden perusteella arvioituna. In: Niemistö P, Väärä T (eds) Rauduskoivu tänään—ja tulevaisuudessa, Tutkimuspäivä Tampereella. March 12, 1997, Finnish For Res Inst, Res Paper 668, pp 127–140 (in Finnish)

  • Wagenführ R (1996) Holzatlas. 4. neubearbeitete Auflage, Leipzig, Fachbuchverlag, p 688 (in German)

  • Zhang SY (1997) Wood specific gravity—Mechanical property relationship at species level. Wood Sci Technol 31:181–191

    Article  CAS  Google Scholar 

  • Zobel BJ, van Buijtenen JP (1989) Wood variation—Its causes and control. Springer, Berlin Heidelberg New York, p 363

Download references

Acknowledgements

The author thanks Mr. Hannu Koivunen from the Finnish Forest Research Institute, Joensuu Research Centre for preparing the specimens, and Mr. Tapio Järvinen from Vantaa Research Centre for the laboratory measurements. Funding from The Academy of Finland is greatly appreciated.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to H. Heräjärvi.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Heräjärvi, H. Static bending properties of Finnish birch wood. Wood Sci Technol 37, 523–530 (2004). https://doi.org/10.1007/s00226-003-0209-1

Download citation

  • Received:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00226-003-0209-1

Keywords