Abstract
An exact three-dimensional Lévy-type solution for the bending of an elastic slab is one in which there are edge loads only and the unknown displacement and stresses have very simple polynomial dependence on the thickness coordinate. Lévy obtained such a solution in 1877 for a linearly elastic, isotropic, plate-like body. The most general material that allows bending and stretching to be uncoupled is monoclinic (13 elastic constants). However, it is shown that only transversely isotropic materials (5 elastic constants) admit exact solutions having polynomial dependence in the thickness direction. Such solutions are listed explicitly.
Similar content being viewed by others
References
F.Y.M.Wan, Stress boundary conditions for plate bending. Int. J. Solids Struct. 40(2003) 4107-4123.
P. Ladevèze, The exact theory of plate bending. J. Elasticity 68(2002) 37–71.
R.D. Gregory and F.Y.M. Wan, On plate theories and Saint-Venant's principle. Int. J. Solids Struct. 21(1985) 1005–1024.
Y. Lin and F.Y.M. Wan, First integrals and the residual solution for orthotropic plates in plane strain or axisymmetric deformations. Studies Appl. Math. 79(1988) 93–125.
M. Lévy, Mémoire sur la théorie des plaques élastique planes. J. Math. Pure Appl. 3(1877) 219–306.
A.E.H. Love, A Treatise on the Mathematical Theory of Elasticity, 4th edn. Dover Publications, New York (1944).
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Simmonds, J. Exact Lévy-Type Solutions for Plate Bending Exist for Transversely Isotropic but Not for General Monoclinic Materials. Journal of Elasticity 75, 49–56 (2004). https://doi.org/10.1023/B:ELAS.0000039923.57601.61
Issue Date:
DOI: https://doi.org/10.1023/B:ELAS.0000039923.57601.61