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Governing equations for nonrotationally symmetrical bending of isotropic circular sandwich plates are applied to obtain solution for fixed circular plate subjected to eccentric concentrated load; face layers are considered as membranes but made of different materials and unequal thickness; Poisson's ratio is assumed to be same; solution is presented in form of infinite series and for limiting case where shear modulus of core approaches infinity and expression becomes identical to one for single layer plate without shear deformation. (26534)
Governing equations for nonrotationally symmetrical bending of isotropic circular sandwich plates are applied to obtain solution for fixed circular plate subjected to eccentric concentrated load; face layers are considered as membranes but made of different materials and unequal thickness; Poisson's ratio is assumed to be same; solution is presented in form of infinite series and for limiting case where shear modulus of core approaches infinity and expression becomes identical to one for single layer plate without shear deformation. (26534)
Circular sandwich plates under eccentric load
ASCE J Eng Mech Div
Kao, J.S. (author)
1969
11 pages
Article (Journal)
English
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