Use of the finite-element method to calculate the strength of reinforced shells beyond the elastic limit

DOI10.1007/BF00887881zbMath0586.73124OpenAlexW2030380646MaRDI QIDQ3711921

L. P. Zheleznov, A. B. Kuznetsov, Vladislav V. Kabanov

Publication date: 1985

Published in: Soviet Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf00887881

zbMATH Keywords

displacementsstress-strain statevariable stiffnesscircular cylindrical shellssmall elastic-plastic strainsarbitrary proportional nonaxisymmetric loadingcurvilinear rectangular finite elementirregularly reinforcedlongitudinal and transverse directionsrectilinear and curvilinear beam elements

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30) Membranes (74K15)

Cites Work

• Unnamed Item
• Finite-element investigation of the nonlinear deformation and stability of cylindrical shells under nonaxisymmetrical pressure

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