Hidden symmetry concepts in the elastic buckling of axially-loaded cylinders
From MaRDI portal
Publication:1085674
DOI10.1016/0020-7683(86)90058-2zbMath0607.73048OpenAlexW2008215381MaRDI QIDQ1085674
K. A. J. Williams, Robert G. Cowell, Giles W. Hunt
Publication date: 1986
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0020-7683(86)90058-2
instabilitysymmetry breakingDonnell equationsflip invariancefull strain-displacement equationsgenuinely large deflections
Lua error in Module:PublicationMSCList at line 37: attempt to index local 'msc_result' (a nil value).
Related Items (6)
Global stability analysis of parametrically excited cylindrical shells through the evolution of basin boundaries ⋮ Influence of physical and geometrical uncertainties in the parametric instability load of an axially excited cylindrical shell ⋮ The role of symmetry in the post-buckling behaviour of structures ⋮ Maxwell tipping points: the hidden mechanics of an axially compressed cylindrical shell ⋮ Localized buckling in long axially-loaded cylindrical shells ⋮ Global dynamics and integrity of a two-dof model of a parametrically excited cylindrical shell
This page was built for publication: Hidden symmetry concepts in the elastic buckling of axially-loaded cylinders
