A refined two-dimensional theory for thick cylindrical shells

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DOI10.1016/0020-7683(91)90082-QzbMath0731.73082OpenAlexW2051460404MaRDI QIDQ808867

Guangyu Shi, George Z. Voyiadjis

Publication date: 1991

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

Full work available at URL: https://doi.org/10.1016/0020-7683(91)90082-q

zbMATH Keywords

pure bending transverse shear deformations uniform pressure initial curvature stress resultants stress couples circular arch fraction boundary conditions integral form of equilibrium equations out-of-plane stress components radial stresses three- dimensional elasticity equations

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Membranes (74K15)

Related Items (3)

Buckling of thick cylindrical shells under external pressure: a new analytical expression for the critical load and comparison with elasticity solutions ⋮ Higher-order shear beam theories and enriched continuum ⋮ A stress approach model of moderately thick, homogeneous shells

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