Asymptotic Solution for Nonlinear Buckling of Orthotropic Shells on Elastic Foundation
Author:
Affiliation:
1. Tongji University, 200092 Shanghai, People’s Republic of China
2. Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong, People’s Republic of China
3. City University of Hong Kong, Kowloon Tong, Hong Kong, People’s Republic of China
Publisher
American Institute of Aeronautics and Astronautics (AIAA)
Subject
Aerospace Engineering
Link
http://arc.aiaa.org/doi/pdf/10.2514/1.43311
Reference31 articles.
1. Stability limits for a clamped spherical shell segment under uniform pressure
2. A Numerical Solution of the Nonlinear Equations for Axisymmetric Bending of Shallow Spherical Shells
3. Unsymmetrical Buckling of Thin Shallow Spherical Shells
4. Finite asymmetric deformation of shallow spherical shells
5. Axisymmetric static and dynamic buckling of spherical caps due to centrally distributed pressures
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