| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 4922761 | International Journal of Solids and Structures | 2016 | 8 Pages |
Abstract
The exact solution of the problem of flexure of nonlinear-elastic composite beam with preliminarily strained layers is analyzed for large strains. The solution is obtained using the theory of superposition of large strains. Numerical results are shown for the Bartenev-Khazanovich material and for Biderman material. Nontrivial effects caused by nonlinearities are discussed.
Related Topics
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Civil and Structural Engineering
Authors
Vladimir A. Levin, Leonid M. Zubov, Konstantin M. Zingerman,