Research Article
Dec 1970
Postbuckling Behavior of Open Cylindrical Shells
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 96, Issue 6
Abstract
Postbuckling behavior of perfect open cylindrical shells with free longitudinal edges and simply supported ends subjected to uniform axial compression is studied. Field equations based on the large deflection theory are reduced to a set of nonlinear finite difference equations. With Poisson's ratio μ = 0, the axial loading condition results in a linear eigenvalue problem when the deflection is infinitesimally small. A computer technique for tracing the equilibrium paths, using the eigen-vectors as starting directions and the Newton-Raphson method for solving the nonlinear equations, is presented. Examples show several interesting features of the equilibrium paths and deflection patterns. The linear buckling load is the upper limit of the buckling load as it is the starting point of an unstable equilibrium path. Despite the coarse nets used, both the critical load and the modes of buckling were found to agree with those obtained by the analytical solution of the linear theory. However, due to the coarseness, the local buckling load for the shearing stress equal to zero end conditions was not determined.
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Published In
Journal of the Engineering Mechanics Division
Volume 96 • Issue 6 • December 1970
Pages: 877 - 894
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Dec 1970
Published online: Feb 3, 2021
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Kuang-Han Chu, F.ASCE
Prof. of Civ. Engrg., Illinois Inst. of Technol., Chicago, IL
Peter Turula, AM.ASCE
Asst. Struct. Engr., Pioneer Serv. & Engrg., Chicago, IL
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.