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Elastic Stability of Annular Thin Plates with One Free Edge
Joint Authors
Peddieson, John
Jillella, Nagarjuna
Source
Issue
Vol. 2013, Issue 2013 (31 Dec. 2013), pp.1-9, 9 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2013-09-26
Country of Publication
Egypt
No. of Pages
9
Main Subjects
Abstract EN
The elastic stability of annular thin plates having one free edge and subjected to axisymmetric radial edge loads at the other edge is investigated.
The supported edge is allowed to be either simply supported or clamped against axial (transverse) deflection.
Both compression buckling and tension buckling (wrinkling) are investigated.
To insure accuracy, two methods of solving the appropriate eigenvalue problems are used and found to yield essentially identical results.
A selection of these results for both compression and tension buckling is presented graphically and used to illustrate interesting aspects of the solutions.
American Psychological Association (APA)
Jillella, Nagarjuna& Peddieson, John. 2013. Elastic Stability of Annular Thin Plates with One Free Edge. Journal of Structures،Vol. 2013, no. 2013, pp.1-9.
https://search.emarefa.net/detail/BIM-468201
Modern Language Association (MLA)
Jillella, Nagarjuna& Peddieson, John. Elastic Stability of Annular Thin Plates with One Free Edge. Journal of Structures No. 2013 (2013), pp.1-9.
https://search.emarefa.net/detail/BIM-468201
American Medical Association (AMA)
Jillella, Nagarjuna& Peddieson, John. Elastic Stability of Annular Thin Plates with One Free Edge. Journal of Structures. 2013. Vol. 2013, no. 2013, pp.1-9.
https://search.emarefa.net/detail/BIM-468201
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-468201