Abstract
Departing from a linear-theory statement of the three-dimensional problem of a surface and edge loaded transversely isotropic layer, with material properties which are even functions of the thickness coordinate, we use a variational statement of this problem, with independent displacement and transverse stress variations, for a direct-methods derivation of a corresponding twelfth-order two-dimensional statement, which is believed to be computationally beneficial relative to corresponding statements involving independent displacement variations only.
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Communicated by S. N. Atluri, June 8, 1990
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Reissner, E. A mixed variational equation for a twelfth-order theory of bending of nonhomogeneous transversely isotropic plates. Computational Mechanics 7, 355–360 (1991). https://doi.org/10.1007/BF00350164
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DOI: https://doi.org/10.1007/BF00350164