Abstract
The analytical solution for the bending problem of the rectangular plates on an elastic foundation is investigated by using the Stockes' transformation of a double variables function. The numerical results for the rectangular plates with free edges on the elastic foundations under a concentrated force are given in the example.
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References
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Communicated by Pan Lizhou
First Received Dec. 14 1993
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Jiaming, Z. CC series solution for bending of rectangular plates on elastic foundations. Appl Math Mech 16, 593–601 (1995). https://doi.org/10.1007/BF02458727
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DOI: https://doi.org/10.1007/BF02458727