Summary
Plywood, in the form of a system of orthogonally oriented plies, is analyzed using strain energy considerations in order to define its elastic properties in terms of a homogeneous ‘equivalent material’. Because of the alignment of the plies these properties are orthotropic. The results obtained are either more general or more soundly based than those previously available. For a range of timbers, complete sets of nine orthotropic elastic constants are tabulated for both a three ply system and a system consisting of an even number of plies. The Poisson's ratios applicable within the plane of the plywood are significantly lower than those given by one previously available method.
Similar content being viewed by others
References
Bodig, J.; Jayne, B. A. 1982: Mechanics of wood and wood composites. New York: Van Nostrand Reinhold
Dinwoodie, J. M. 1981: Timber, its nature and behaviour. New York: Van Nostrand Reinhold
Gerrard, C. M. 1982: Equivalent elastic moduli of a rock mass consisting of orthorhombic layers. Int. J. Rock Mech. Min. Sci. 19:9–14
Gerrard, C. M. 1986: The equivalent properties of a system of elastic laminates that individually have general compliances. CSIRO Div. of Build. Res. Internal Paper 86/39
March, H. W. 1942: Flat plates of plywood under uniform or concentrated loads. US Forest, Prod. Lab. Report 1312
Salamon, M. D. G. 1968: Elastic moduli of a stratified rock mass. Int. J. Rock Mech. Min. Sci. 5: 519–527
Wardle, L. J.; Gerrard, C. M. 1972: The equivalent anisotropic properties of layered rock and soil masses. Rock Mech. 4: 249–259
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Gerrand, C. The equivalent orthotropic elastic properties of plywood. Wood Sci. Technol. 21, 335–348 (1987). https://doi.org/10.1007/BF00380201
Received:
Issue Date:
DOI: https://doi.org/10.1007/BF00380201