| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 4928455 | Thin-Walled Structures | 2017 | 5 Pages |
Abstract
The paper is devoted to the stability of an orthotropic multi-layered beam. This beam is an untypical sandwich structure the faces of which consist of three layers. The original mathematical model of the beam is formulated taking into account different properties of each layer. From the Hamilton's principle the system of equations of motion is derived which is the base for the analysis of buckling and vibration problems. As a result of the analysis the buckling load and natural frequencies of exemplary plates have been obtained. The results are compared with these given by the numerical solution realised with the use of the finite element method in the ANSYS and ABAQUS systems.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
E. Magnucka-Blandzi, Z. Walczak, P. Jasion, L. Wittenbeck,