| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 245922 | Archives of Civil and Mechanical Engineering | 2010 | 14 Pages |
Abstract
In this paper, the effects of the length, sector angle and boundary conditions on the buckling load and post-buckling behaviour of cylindrical panels have been studied, experimentally. The compressive axial load has been applied on the panels using servo-hydraulic machine and different boundary conditions have been prepared by suitable fixtures. The presented results can be used in designing of these structures.
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Authors
M. SHARIATI, M. SEDIGHI, J. SAEMI, H.R. EIPAKCHI, H.R. ALLAHBAKHSH,