Research Article
Apr 1969
Plastic Stability of Spherical Shells
Publication: Journal of the Engineering Mechanics Division
Volume 95, Issue 2
Abstract
Incipient axisymmetric plastic buckling of complete spherical shells subjected to external hydrostatic pressure is studied by the use of rate equations. Buckling is initiated under increasing pressure with the rate of pressure increase determined by forcing the loading criterion of the J2 incremental theory of plasticity to be satisfied everywhere in the shell. Forcing the loading criterion to be satisfied removes the multiplicative constant indeterminacy in the buckling velocity field. The incipient results suggest that the maximum pressure which would be obtained from stepwise following of the entire load-deformation history is not significantly greater than the tangent modulus pressure required for first bifurcation.
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Published In
Journal of the Engineering Mechanics Division
Volume 95 • Issue 2 • April 1969
Pages: 433 - 446
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Apr 1969
Published online: Feb 3, 2021
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Authors
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Steven C. Batterman, AM.ASCE
Assoc. Prof. of Engrg. Mechanics, Univ. of Pennsylvania, Philadelphia, Pa.
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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.