On the theory of stability of cylindrical thin-walled shells under the action of external pressure
DOI10.1016/0021-8928(81)90047-2zbMath0519.73036OpenAlexW2056714111MaRDI QIDQ1054511
Publication date: 1981
Published in: Journal of Applied Mathematics and Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0021-8928(81)90047-2
relationscharacteristic equationKirchhoff-Love hypothesisuniform external pressuresymmetric operator matrixfollower loadasymptotic analysis of rootselastic, thin-walled circular cylindrical shellsfundamental system of differential equationshinged shelllinearized, two dimensional theorysmall subcritical deformationssolutions for follower and dead load coincidesubcritical membrane statesubcritical state determined according to geometrically linear theory
Cites Work
- On the stability of elastic compressible bodies under all-around compression
- Stability of elastic bodies under omnilateral compression
- Stability of elastic incompressible bodies under isotropic compression
- Establishing the Fundamentals of the Theory of Stability of Mine Workings
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