Circular Sandwich Plates Under Eccentric Loadby Jao-Shiun Kao,
Serial Information: Journal of the Engineering Mechanics Division, 1969, Vol. 95, Issue 1, Pg. 235-246
Document Type: Journal Paper
The governing equations for the nonrotationally symmetrical bending of isotropic circular sandwich plates derived by the writer in a previous paper are applied to obtain the solution for a fixed circular plate subjected to an eccentric concentrated load. The face layers are considered as membranes but made of different materials and unequal thickness; however, for simplicity, Poisson's ratio is assumed to be the same. The solution is presented in a form of an infinite series and for the limiting case where shear modulus of the core approaches infinity the expression becomes identical to the one for a single layer plate without shear deformation as it should be.
Subject Headings: Sandwich panels | Eccentric loads | Shear deformation | Shear modulus | Plates | Symmetry | Concentrated loads | Bending (structural) | Isotropy
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