Influence of physical and geometrical nonlinearity on the value of the upper critical pressure in buckling of a hollow sphere

DOI10.1016/0021-8928(78)90121-1zbMath0418.73034OpenAlexW1576458841MaRDI QIDQ1131877

G. I. Volokitin

Publication date: 1979

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(78)90121-1

zbMATH Keywords

eigenvalue problemnumerical methodsbucklinghydrostatic pressurefinite deformationsmall deformationsMurnaghan modelcritical pressurenonlinearly elastic bodyphysical and geometrical nonlinearityspheres of varying thicknessstability of a closed sphere

Mathematics Subject Classification ID

Bifurcation and buckling (74G60)

Related Items (1)

Stability of a nonlinearly elastic cylinder under side pressure and axial compression

Cites Work

• The convergence rate of approximate methods in the eigenvalue problem when the parameter appears non-linearly
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