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Governing differential equations for nonrotationally symmetrical bending of isotropic circular sandwich plates are developed by means of variational theorem; face layers are considered as membranes but made of different materials and unequal thickness; using fourth order and second order differential equations, three conditions are satisfied on edge of plate instead of only two; simply-supported circular sandwich plate under linearly varying load is presented as example to illustrate use of these equations.
Governing differential equations for nonrotationally symmetrical bending of isotropic circular sandwich plates are developed by means of variational theorem; face layers are considered as membranes but made of different materials and unequal thickness; using fourth order and second order differential equations, three conditions are satisfied on edge of plate instead of only two; simply-supported circular sandwich plate under linearly varying load is presented as example to illustrate use of these equations.
Bending of circular sandwich plates
ASCE -- Proc (J Eng Mechanics Div)
Kao, J.S. (author)
1965
12 pages
Article (Journal)
English
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