A boundary layer theory for the buckling of thin cylindrical shells under external pressure
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Publication:807294
DOI10.1007/BF02465411zbMath0729.73685MaRDI QIDQ807294
Publication date: 1988
Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)
Related Items (9)
Surface stress effects on the nonlinear postbuckling characteristics of geometrically imperfect cylindrical nanoshells subjected to axial compression ⋮ Postbuckling of pressure-loaded shear deformable laminated cylindrical panels ⋮ Thermo-piezoelectric effects on the postbuckling of axially-loaded hybrid laminated cylindrical panels ⋮ Postbuckling prediction of double-walled carbon nanotubes under axial compression ⋮ Scale dependent critical external pressure for buckling of spherical shell based on nonlocal strain gradient theory ⋮ Postbuckling of imperfect stiffened cylindrical shells under combined external pressure and heating ⋮ Buckling of thin-walled cylindrical shells under axial compression ⋮ A boundary layer solution for the post-critical thermo-electro-mechanical stability of nonlocal-strain gradient functionally graded piezoelectric cylindrical shells ⋮ Postbuckling analysis of axially-loaded laminated cylindrical shells with piezoelectric actuators
Cites Work
- Buckling under external pressure of cylindrical shells with dimple shaped initial imperfections
- Asymptotic analysis of the buckling of externally pressurized cylinders with random imperfections
- Postbuckling Behaviour of Circular Cylindrical Shells under Hydrostatic Pressure
- Initial Post‐Buckling Behavior of Cylindrical Shells under External Pressure
- Influence of prebuckling deformations on the buckling of circular cylindrical shells under external pressure.
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