Buckling and post-buckling behaviour of elastic seven-layered cylindrical shells - FEM study

作者：Malinowski Marek^*; Belica Tomasz; Magnucki Krzysztof

来源：Thin-Walled Structures, 2015, 94: 478-484.

DOI：10.1016/j.tws.2015.05.017

• Seven-layered cylindrical shell
• External pressure
• Elastic buckling
• Equilibrium path

The paper is devoted to buckling and post-buckling problems of an elastic seven-layered cylindrical shell under uniformly distributed pressure. The shell is an untypical sandwich structure composed of main corrugated core and two three-layer faces. Numerical FEM model for the shell has been elaborated. The calculations have been performed with the use of the ANSYS code for elastic shells of different dimensions. The linear and non-linear analyses of the shells have been performed with the use of the finite elements method. Critical pressure and equilibrium paths for the family of seven-layered shells subjected to uniformly distributed external pressure are calculated. The influence of corrugation pitch of main core and the length of the shell on the critical pressure has been determined. The results of these investigations are presented on the graphs.

• 出版日期2015-9