| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 4928611 | Thin-Walled Structures | 2017 | 7 Pages |
Abstract
The paper is devoted to a thin-walled rectangular frame. The frame is simply supported in the planes of symmetry and in-plane compression forces are applied in the corners. The longitudinal and transverse thin-walled beams of the frame are rigidly joint at the corners. Two buckling forms of the frame are studied. The analytical and numerical-FEM (SolidWorks) models are formulated. The results of the studies are presented in Tables and Figures.
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Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
K. Magnucki, S. Milecki,