ON THE CIRCULAR PLATES ON TWO-PARAMETERS FOUNDATION UNDER A ECCENTRIC CONCENTRATED LOAD
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Graphical Abstract
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Abstract
A exact solution of nonaxisymmetric bending for the Circular plates on twoParameters foundation (Pasternak) is obtained in this paper. As a example, the Circular plates under a eccentric concentrated load is studied in detail. Specialization of the solution obtained in this paper gives vlazov's solution in the cases of axisymmetry in Ref5.
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