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Numerical models for nonlinear analysis of elastic shells with eigenmode-affine imperfections

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Publication:5933968
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DOI10.1016/S0020-7683(00)00222-5zbMath1014.74027OpenAlexW2047162199MaRDI QIDQ5933968

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Publication date: 7 July 2003

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7683(00)00222-5


zbMATH Keywords

buckling loadbifurcationeigenmode-affine imperfectionselastic shellsnonlinear finite element analysis


Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Shells (74K25)


Related Items (5)

Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Nonlinear long-term behaviour of spherical shallow thin-walled concrete shells of revolution ⋮ Bifurcation indicator based on meshless and asymptotic numerical methods for nonlinear poisson problems ⋮ Postbuckling characteristics of angle-ply laminated truncated circular conical shells ⋮ POSTBUCKLING OF LAMINATED SHELLS OF REVOLUTION WITH MERIDIONAL CURVATURE UNDER THERMAL AND MECHANICAL LOADS




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