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Monday 14 August 2017

The Hygroscopic Warping of Cross-Laminated Timber

Author
  • Thomas Gereke
  • Per Johan Gustafsson
  • Kent Persson
  • Peter Niemz
  1. 1.
  2. 2.
  3. 3.
Chapter

Abstract

This chapter focuses on moisture-induced deformations in three-layered cross-laminated timber with a symmetrical build-up, where the fibre direction of the middle layer is oriented perpendicular to that of the outer layers. Dimensional stability, i.e. the ability to resist warping, is of main interest for the application of such wood panels. The cross lamination of the layers is advantageous to warping. The moisture-induced expansion/contraction of each single layer is partly restrained by the adjacent layers. The free swelling and shrinkage of adjacent layers differ approximately by a factor of 10 (radial/longitudinal) to 20 (tangential/longitudinal). As a consequence of this difference, stresses and even cracks may occur. In large-scale panels warping was observed. This reduces the serviceability in the practice. Due to a climate gradient considerable distortions (warp) in the form of cup and twist may occur. Models to calculate the moisture and stress fields are provided and validated to experimental tests.

References

  1. DIN EN ISO 12572 (2001) Hygrothermal performance of building materials and products – Determination of water vapour transmission propertiesGoogle Scholar
  2. Bodig J, Jayne A (1982) Mechanics of wood and wood composites. Van Nostrand Reinhold Company, New York, NYGoogle Scholar
  3. Dahlblom O, Persson K, Petersson H, Ormarsson S (1999) Investigation of variation of engineering properties of spruce. 6th international IUFRO wood drying conference: Wood Drying Research & Technology for Sustainable Forestry Beyond 2000. University of Stellenbosch, South AfricaGoogle Scholar
  4. Frandsen HL, Damkilde L, Svensson S (2007) A revised multi-Fickian moisture transport model to describe non-Fickian effects in wood. Holzforschung 61:563–572CrossRefGoogle Scholar
  5. Gereke T (2009) Moisture-induced stresses in cross-laminated wood panels. PhD thesis, ETH ZurichGoogle Scholar
  6. Gereke T, Schnider T, Hurst A, Niemz P (2009a) Identification of moisture-induced stresses in cross-laminated wood panels from beech wood (Fagus sylvatica L.) Wood Sci. Techn 43(3-4): 301–315. Published on line: September 23, 2008CrossRefGoogle Scholar
  7. Gereke T, Gustafsson PJ, Persson K, Niemz P (2009b) Experimental and numerical determination of the hygroscopic warping of cross-laminated solid wood panels Holzforschung 63(3):340–347Google Scholar
  8. Hanhijärvi A (1995) Modelling of creep deformation mechanisms in wood. Technical Research Centre of Finland, EspooGoogle Scholar
  9. Hukka A (1999) The effective diffusion coefficient and mass transfer coefficient of nordic softwood as calculated from direct drying experiments. Holzforschung 53:534–540CrossRefGoogle Scholar
  10. Keunecke D, Hering S, Niemz P (2008) Three-dimensional elastic behaviour of common yew and Norway spruce. Wood Sci Technol 42:633–647CrossRefGoogle Scholar
  11. Konnerth J, Gindl W, Müller U (2007) Elastic properties of adhesive polymers. Part I: Polymer films by means of electronic speckle pattern interferometry. J Appl Polym Sci 103:3936–3939CrossRefGoogle Scholar
  12. Konnerth J, Jäger A, Eberhardsteiner J, Müller U, Gindl W (2006) Elastic properties of adhesive polymers. Part II. Polymer films and bond lines by means of nanoindentation. J Appl Polym Sci 102:1234–1239CrossRefGoogle Scholar
  13. Leicester RM (1971) A rheological model for mechano-sorptive deflections of beams. Wood Sci Technol 5:211–220CrossRefGoogle Scholar
  14. Mårtensson A (1992) Mechanical behaviour of wood exposed to humidity variations. Report TVBK-1006, Lund University, Lund, SwedenGoogle Scholar
  15. Neuhaus F.-H (1981) Elastizitätszahlen von Fichtenholz in Abhängigkeit von der Holzfeuchtigkeit. Ruhr-University BochumGoogle Scholar
  16. Ormarsson S (1999) Numerical analysis of moisture-related distortions in sawn timber. Phd thesis, Chalmers University of Technology, Göteborg, Sweden,Google Scholar
  17. Ranta-Maunus A (1990) Impact of mechano-sorptive creep to the long-term strength of timber. Holz als Roh- und Werkstoff 48:67–71CrossRefGoogle Scholar
  18. Santaoja K, Leino T, Ranta-Maunus A, Hanhijärvi A (1991) Mechano-sorptive structural analysis of wood by the ABAQUS finite element program. Research Notes 1276, Technical Research Center of Finland, EspooGoogle Scholar
  19. Sell J (1997) Eigenschaften und Kenngrössen von Holzarten. Baufachverlag AG, DietikonGoogle Scholar
  20. Siau JF (1995) Wood: Influence of moisture on physical properties. Department of Wood Science and Forest Products, Virginia Polytechnic Institute and State University, Blacksburg, USAGoogle Scholar
  21. Takemura T (1967) Plastic properties of wood in relation to the non equilibrium states of moisture content. Part II. Mokuzai Gakkaishi 13(3):77–81Google Scholar
  22. Teischinger A, Vanek M (1987) Eignung verschiedener Auftrennmethoden zur Bestimmung eines Feuchtegradienten im Holz nach der Darrmethode. Holzforschung und Holzverwertung 39:5–8Google Scholar
  23. Toratti T (1992) Creep of timber beams in a variable environment. Helsinki University of Technology, EspooGoogle Scholar
  24. Vanek M, Teischinger A (1989) Diffusionskoeffizienten und Diffusionswiderstandszahlen von verschiedenen Holzarten. Holzforschung und Holzverwertung 1:3–6Google Scholar
For further details log on website :
https://link.springer.com/chapter/10.1007/978-90-481-9550-3_14

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