Research Article
Feb 1972
Plastic Analysis of Anisotropic Disks and Plates
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 98, Issue 1
Abstract
The method of limit analysis is used to estimate the collapse loads of rotating disks and laterally loaded circular plates. The material is transversely anisotropic and is assumed to obey either the Tresca or von Mises yield criterion. Analyses indicate that the effect of transverse anisotropy on the collapse loads depends upon the case under consideration. While transverse anisotropy substantially increases the collapse load in the case of solid disks and circular plates under lateral pressure, it has no effect on the collapse load of a circular plate under shear loading. The collapse loads in the case of annular disks and annular plates under lateral pressure may increase or remain constant after an initial increase with respect to transverse anisotropy. This effect depends on the assumed yield criterion. Some similarities in the analysis of the disk and the circular plate exist. Typical results of the analyses are presented.
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Published In
Journal of the Engineering Mechanics Division
Volume 98 • Issue 1 • February 1972
Pages: 11 - 26
Copyright
© 1972 American Society of Civil Engineers.
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Published in print: Feb 1972
Published online: Feb 3, 2021
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Authors
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Archibald N. Sherbourne
Prof. of Civ. Engrg., and Dean of Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada
Sridhara D.N. Murthy
Research student, Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada.
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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.