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A triangular plate bending hybrid element is constructed according to Reissner's principle. It has 9 degrees‐of‐freedom and the shear effect is included. The C0 formulation of thick plate is directly developed to solve the thin plate by imposing the discrete Kirchhoff constraints. The matching problem for bending and shear in the hybrid model of thick plate is effectively treated by use of the principle of the energy regulation such that the unified analysis of thick and thin plates is realized. Finally, numerical examples are presented.
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Chang‐Chun Wu (1982) studied this question.
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