Buckling of an axially compressed cylindrical shell of variable thickness

DOI10.1016/0020-7683(94)90078-7zbMath0802.73028OpenAlexW2060477083MaRDI QIDQ1331878

W. T. Koiter, Isaac Elishakoff, Y. W. Li, James H. jun. Starnes

Publication date: 11 December 1994

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(94)90078-7

zbMATH Keywords

finite difference methodperturbationshooting methodasymptotic formulaeweighted residual methodsthickness variation parameter

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Membranes (74K15)

Related Items (7)

Buckling of cylindrical shells with general axisymmetric thickness imperfections under external pressure ⋮ Buckling analysis of functionally graded thick cylindrical shells with variable thickness using DQM ⋮ Dynamic Buckling of Cylindrical Shells with Arbitrary Axisymmetric Thickness Variation under Time Dependent External Pressure ⋮ Elastic buckling behaviour of a four-lobed cross section cylindrical shell with variable thickness under non-uniform axial loads ⋮ Buckling of thin-walled cylindrical shell structures with axially variable elastic modulus under axial compression ⋮ The influence of variable shell thickness on the vibrational behavior of composite sandwich conical shells with geodesic lattice cores ⋮ Analytical study on dynamic buckling of cylindrical shells with general thickness variations subjected to exponentially increasing external pressure

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