Research Article
Nov 1974
Buckling Stress States of Cylindrical Shells
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VIEW THE REPLYAuthor: Ihsan MunganAuthor Affiliations
Publication: Journal of the Structural Division
Volume 100, Issue 11
Abstract
Plexiglass cylindrical shell models with nearly perfect geometry and constant thickness were tested under various combinations of membrane stresses. In cylinders under axial compression alone and axial compression with internal pressure, the buckling procedure was initiated by means of a small dynamic disturbance which reduced the dispersion of the test results. The normal forces and bending moments in the middle of the model were measured. The number of buckling waves observed in the tests agreed quite well with the result of the classical theory for the laterally loaded cylindrical shell. Only the shape, the length, and the depth of the buckling waves changed with the stress state. A buckling criterion and an interaction curve realistic for civil engineering purposes are proposed for checking the stability of cylindrical shells with fixed ends under combined membrane stress states.
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Published In
Journal of the Structural Division
Volume 100 • Issue 11 • November 1974
Pages: 2289 - 2306
Copyright
© 1974 American Society of Civil Engineers.
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Published in print: Nov 1974
Published online: Feb 1, 2021
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Ihsan Mungan
Dr.-Ing., Ruhr-Universität Bochum, Institut für Konstruktiven Ingenieurbau, Bochum, West Germany
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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.