Skip to main content
Log in

Characterisation of OSB properties for application in gridshells

  • Original Article
  • Published:
Materials and Structures Aims and scope Submit manuscript

Abstract

In order to establish the viability and efficiency of orientated strand board (OSB) for use in bending active gridshells, the relevant material properties need to be established. Standard test methods for OSB assume the material will be used in large panel form. However, gridshells are made from long, relatively narrow and thin strips. To characterize the material properties of OSB for use in bending active gridshells, bending, torsion and compression tests were carried out to determine material strength and material stiffness properties. Test methods different to those in the standards were developed. Relatively high variations were observed in the material properties compared to those given in the standards. In addition, relatively high variations in product thickness were also observed in OSB sections. The variation in material and section properties identified should be considered when formulating design rules. This study shows that, in addition to a thorough understanding of the overall structural behaviour, in order to use OSB in bending active gridshells, application-specific material tests need to be carried out.

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.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

References

  1. Picardo V (2000) Quantification of the yeilds of Irish grown Sitka spruce in the new CEN strength classes. COFORD

  2. TECO (2011) OSB Guide. http://osbguide.tecotested.com/osbhistory

  3. O’Carroll J (2004) Uses of home-grown Irish timber COFORD Connects Note Dublin

  4. SmartPly (2012) SmartPly OSB2 Datasheet

  5. Fisette P (2000) Building and construction technology. http://bct.eco.umass.edu/publications/by-title/the-evolution-of-engineered-wood-i-joists/

  6. Adriaenssens S, Block P, Veenendaal D, Williams C (2014) Shell structures for architecture: form finding and optimization. Taylor & Francis, Oxford

    Google Scholar 

  7. Lienhard J, Alpermann H, Gengnagel C, Knippers J (2013) Active bending, a review on structures where bending is used as a self-formation process. Int J Space Struct 28:187–196

    Article  Google Scholar 

  8. Happold E, Liddell W (1975) Timber lattice roof for the Mannheim Bundesgartenschau The. Struct Eng 53:99–135

    Google Scholar 

  9. Harris R, Romer J, Kelly O, Johnson S (2003) Design and construction of the downland gridshell. Build Res Inf 31:427–454. doi:10.1080/0961321032000088007

    Article  Google Scholar 

  10. Harris R, Haskins S, Roynon J (2008) The Savill Garden gridshell: design and construction. Struct Eng 86:27–34

    Google Scholar 

  11. Carpenter Oak & Woodland (2013) Orangery Gridshell. http://www.carpenteroakandwoodland.com/

  12. Paoli CCA (2007) Past and future of grid shell structures. Massachusetts Institute of Technology

  13. Douthe C, Baverel O, Caron J (2006) Form-finding of a grid shell in composite materials. J Int Assoc Shell Spatial Struct 150:53

    Google Scholar 

  14. EN789 (2004) Timber structures - Test methods - Determination of mechanical properties of wood based panels

  15. EN300 (2006) Oreintated strand board (OSB): definitions, classification and specifications

  16. Lienhard J (2014) Bending-active structures: form-finding strategies using elastic deformation in static and kinetic systems and the structural potentials therein. Universitätsbibliothek der Universität Stuttgart

  17. EN12369-1 (2001) Wood-based panels: characteristic values for structural design—part 1: OSB, particleboards and fibreboards

  18. Collins M, O’Regan B, Cosgrove T (2015) Potential of Irish orientated strand board in bending active structures. Paper presented at the 13th International Conference on Civil, Structural and Environmental Engineering, London, March 14–15th

  19. EN408 (2010) Timber structures: structural timber and glued laminated timber—determination of some physical and mechanical properties

  20. Roark RJ, Young WC, Budynas RG (2002) Roark’s formulas for stress and strain. McGraw-Hill, New York

    Google Scholar 

  21. EN326-1 (1994) Wood-based panels: sampling, cutting and inspection—part 1: sampling and cutting of test pieces and expression of test results

  22. Jin J, Dai C (2010) Characterizing variability of commercial oriented strandboard: bending properties. For Products J 60:373–381

    Article  Google Scholar 

  23. EN338 (2009) Structural timber :strength classes

  24. Toussaint MH (2007) A design tool for timber gridshells: the development of a grid generation tool. Msc thesis Delft University of Technoloy. http://homepage.tudelft.nl/p3r3s/MSc_projecs/reportToussaint.pdf

  25. Ashby MF, Jones RHD (1999) Materials selection in mechanical design. Butterworth-Heinemann, Boston

    Google Scholar 

  26. Institution of Structural Engineers (2007) Manual for the design of timber building structures to Eurocode 5. Institution of Structural Engineers

  27. EN323 (1993) Wood-based panels: determination of density

  28. EN322 (1993) Wood-based panels: determination of moisture content

  29. Wu Q, Suchsland O (1997) Effect of moisture on the flexural properties of commercial oriented strandboards. Wood Fiber Sci 29:47–56

    Google Scholar 

  30. Collins M (2016) A computational and experimental study of Irish orientated strand board in bending active gridshells. University of Limerick, Limerick

    Google Scholar 

  31. Adriaenssens SML (2000) Stressed spline structures, Ph.D Thesis, Doctoral dissertation, University of Bath

  32. Collins M, Cosgrove T (2016) Computational study of bending active gridshells (in preperation)

Download references

Acknowledgements

This study was funded by the Irish Research Council EMBARK 2012 initiative (RS/2012/280).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Matt Collins.

Ethics declarations

Conflict of interest

The authors declare that they have no conflict of interest.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Collins, M., Cosgrove, T. & Mellad, A. Characterisation of OSB properties for application in gridshells. Mater Struct 50, 131 (2017). https://doi.org/10.1617/s11527-017-1005-y

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1617/s11527-017-1005-y

Keywords

Navigation