Stability of long transversely-isotropic elastic cylindrical shells under bending

DOI10.1016/j.ijsolstr.2009.09.004zbMath1193.74044OpenAlexW2049490317MaRDI QIDQ991596

Spyros A. Karamanos, Sotiria Houliara

Publication date: 7 September 2010

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

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2009.09.004

zbMATH Keywords

stabilityfinite elementscylindrical shellbucklinganisotropypostbucklingimperfection sensitivity

Mathematics Subject Classification ID

Anisotropy in solid mechanics (74E10) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Shells (74K25)

Related Items (3)

Non-associative \(J_2\) plasticity model for finite element buckling analysis of shells in the inelastic range ⋮ Effect of multiple localized geometric imperfections on stability of thin axisymmetric cylindrical shells under axial compression ⋮ Nonlinear finite element analysis of inflatable beams made from orthotropic woven fabric

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