Abstract
An analysis for bending of a transversely isotropic, rectangular thick plate with free edges, subjected to a partially distributed uniform load is presented. A tenth-order theory of moderately thick plates is used for the analysis. A particular solution obtained from the generalized Elliott solution and a homogeneous solution composed of a plane and generalized plane stress solution and an anti-symmetric stress solution are used. Numerical results for displacements and stresses in graphite-epoxy and E glass-epoxy as well as in an isotropic material are presented. The effect of anisotropy on the displacements and stresses is examined.
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