A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Critical state of an axially compressed cylindrical panel with three edges simply supported and one edge free
AbstractThe subject of the paper is a circular cylindrical panel with three edges simply supported and one edge free. The structure is axially compressed by a load uniformly distributed at both ends. The system of stability equations of shallow cylindrical shell was solved, assuming the deflection function and the force function—the Airy function which were formulated with respect to the boundary conditions. The system of stability equations was reduced to one regular differential equation of eighth degree. The results of numerical investigations (FEM) and buckling models are presented in the figures. The results of analytical and numerical investigation are compared in the paper.
Critical state of an axially compressed cylindrical panel with three edges simply supported and one edge free
AbstractThe subject of the paper is a circular cylindrical panel with three edges simply supported and one edge free. The structure is axially compressed by a load uniformly distributed at both ends. The system of stability equations of shallow cylindrical shell was solved, assuming the deflection function and the force function—the Airy function which were formulated with respect to the boundary conditions. The system of stability equations was reduced to one regular differential equation of eighth degree. The results of numerical investigations (FEM) and buckling models are presented in the figures. The results of analytical and numerical investigation are compared in the paper.
Critical state of an axially compressed cylindrical panel with three edges simply supported and one edge free
Wilde, R. (author) / Zawodny, P. (author) / Magnucki, K. (author)
Thin-Walled Structures ; 45 ; 955-959
2007-01-01
5 pages
Article (Journal)
Electronic Resource
English
| British Library Conference Proceedings | 2007