A platform for research: civil engineering, architecture and urbanism
Experimental study on ultimate strength of CK20 steel cylindrical panels subjected to compressive axial load
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.
Experimental study on ultimate strength of CK20 steel cylindrical panels subjected to compressive axial load
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.
Experimental study on ultimate strength of CK20 steel cylindrical panels subjected to compressive axial load
Eksperymentalne badania wytrzymałości elementów cylindrycznych wykonanych ze stali CK20 poddanych osiowemu ściskaniu
Shariati, M. (author) / Sedighi, M. (author) / Saemi, J. (author) / Eipakchi, H. R. (author) / Allahbakhsh, H. R. (author)
Archives of Civil and Mechanical Engineering ; 10 ; 117-130
2010-06-01
14 pages
Article (Journal)
Electronic Resource
English
British Library Online Contents | 2010
|British Library Online Contents | 2011
|The ultimate carrying capacity of imperfectly stiffened panels subjected to axial load
British Library Conference Proceedings | 1993
|An experimental study of ultimate compressive strength of transversely stiffened aluminium panels
Online Contents | 2010
|