A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Postbuckling analysis of circular cylindrical shells under external pressure
Abstract The postbuckling behavior of circular cylindrical shells of finite length under uniform external pressure is analysed using the spline finite strip method. A Total Lagrangian formulation on the displacement dependent pressure load in the orthogonal curvilinear reference frame is derived. An improvement for the arc-length iteration method is presented. The postbuckling equilibrium path and the contour map of equal radial deflection computed are in good agreement with the experimental and analytical results reported in Esslinger, M. and Geier, B., Postbuckling Behaviour of Structures, Springer-Verlag, Wien, New York, 1975.
Postbuckling analysis of circular cylindrical shells under external pressure
Abstract The postbuckling behavior of circular cylindrical shells of finite length under uniform external pressure is analysed using the spline finite strip method. A Total Lagrangian formulation on the displacement dependent pressure load in the orthogonal curvilinear reference frame is derived. An improvement for the arc-length iteration method is presented. The postbuckling equilibrium path and the contour map of equal radial deflection computed are in good agreement with the experimental and analytical results reported in Esslinger, M. and Geier, B., Postbuckling Behaviour of Structures, Springer-Verlag, Wien, New York, 1975.
Postbuckling analysis of circular cylindrical shells under external pressure
Cheung, Y.K. (author) / Zhu, D.S. (author)
Thin-Walled Structures ; 7 ; 239-256
1988-06-27
18 pages
Article (Journal)
Electronic Resource
English
Buckling and Postbuckling of Imperfect Cylindrical Shells Under External Pressure
| Online Contents | 1995
Delamination buckling and postbuckling in composite cylindrical shells under external pressure
| Online Contents | 2004