A variational principle due to E. Reissner has been rewritten in a form which is applicable to small deflection problems for thin plates. The modified principle is used to obtain approximations to static deflection and vibration problems of square and skew cantilever plates of uniform thickness.
Application of Reissner’s Variational Principle to Cantilever Plate Deflection and Vibration Problems
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Plass, H. J., Jr., Gaines, J. H., and Newsom, C. D. (March 1, 1962). "Application of Reissner’s Variational Principle to Cantilever Plate Deflection and Vibration Problems." ASME. J. Appl. Mech. March 1962; 29(1): 127–135. https://doi.org/10.1115/1.3636444
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