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https://doi.org/10.1007/978-94-009-3487-0_20
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Cite Publication Date: Jan 1, 1987 |
 Citations: 5 |
Affiliation: University of Science and Technology of China
In the nonlinear bending theory of circular sandwich plates, nonlinear bending of the plates under the action of axisymmetric uniformly distributed line loads is a difficult problem. As far as we know, the problem has not yet been studied. In this paper, applying the perturbation method, a solution of this problem has been obtained.
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