Buckling of long thick-walled circular cylindrical shells of isotropic incompressible hyperelastic materials under uniform external pressure
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Publication:1219721
DOI10.1016/0022-5096(75)90019-8zbMath0312.73055OpenAlexW2093596797MaRDI QIDQ1219721
Publication date: 1975
Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0022-5096(75)90019-8
Related Items (3)
On the general structure of small on large problems for elastic deformations of Varga materials. I: Plane strain deformations ⋮ On the bifurcation and post-bifurcation behaviour of thick circular elastic-plastic tubes under lateral pressure ⋮ On the development of instabilities in an annulus and a shell composed of a poro-hyperelastic material
Cites Work
- Stability of an elastic circular tube of arbitrary wall thickness subjected to an external pressure
- Stability and vibrations of elastic thick-walled cylindrical and spherical shells subjected to pressure
- A class of exact solutions for finite plane strain deformations of a particular elastic material
- Large elastic deformations of isotropic materials VI. Further results in the theory of torsion, shear and flexure
- Unnamed Item
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