Buckling under the external pressure of cylindrical shells with variable thickness

DOI10.1016/J.IJSOLSTR.2009.07.025zbMath1176.74070OpenAlexW1987883399MaRDI QIDQ1043447

Hien Luong T. Nguyen, Vinh-Tan Nguyen, Isaac Elishakoff

Publication date: 9 December 2009

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.2009.07.025

zbMATH Keywords

cylindrical shellbucklingvariable thicknessexternal pressure

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Shells (74K25)

Related Items (7)

Buckling of cylindrical shells with general axisymmetric thickness imperfections under external pressure ⋮ Nonlinear bending of rectangular magnetoelectroelastic thin plates with linearly varying thickness ⋮ Analytical modeling of variable thickness cylindrical shallow shells using extended Kantorovich method ⋮ Buckling analysis of functionally graded thick cylindrical shells with variable thickness using DQM ⋮ Closed-form solutions for the elastic-plastic buckling design of shell structures under external pressure ⋮ Dynamic Buckling of Cylindrical Shells with Arbitrary Axisymmetric Thickness Variation under Time Dependent External Pressure ⋮ A novel analytical study on the buckling of cylindrical shells subjected to arbitrarily distributed external pressure

Cites Work

• Unnamed Item
• Influence of variable thickness on stability of rectangular plate under compression
• Influence of Initial Geometric Imperfections on the Vibrations and Dynamic Stability of Elastic Shells
• Nonlinear buckling of cylinders under external pressure with nonaxisymmetric thickness imperfections using the COMI axisymmetric shell element.

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