Abstract
On the basis of Reissner's theory, the exact solutions of the bending of cantilever rectangular plates are obtained by means of the concept of generalized simply-supported boundary. From the results obtained, it can be found that the method is valid.
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Communicated by Yeh Kai-yuan
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Xiao, Y., Jian-guo, N. & Chang-jun, C. Bending of cantilever rectangular plates with the effect of transeverse shear deformation. Appl Math Mech 13, 61–75 (1992). https://doi.org/10.1007/BF02450429
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DOI: https://doi.org/10.1007/BF02450429