Buckling of circular plates under intermediate and edge radial loads

This brief note is concerned with the elastic buckling problem of a circular plate subjected to both intermediate and edge radial loads. The stability criteria, in the form of transcendental equations, are derived as a function of the location of the intermediate load and the ratio of the magnitudes...

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Bibliographic Details
Published inThin-walled structures Vol. 43; no. 12; pp. 1926 - 1933
Main Authors Aung, Tun Myint, Wang, C.M.
Format Journal Article
LanguageEnglish
Published Oxford Elsevier Ltd 01.12.2005
New York, NY Elsevier Science
Subjects
Buckling
Circular plates
Exact sciences and technology
Fundamental areas of phenomenology (including applications)
Intermediate radial load
Physics
Solid mechanics
Stability criteria
Static elasticity (thermoelasticity...)
Structural and continuum mechanics
Circular plates
Intermediate radial load
Stability criteria
Buckling
Transcendental equation
Circular plate
Mechanical properties
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Summary:This brief note is concerned with the elastic buckling problem of a circular plate subjected to both intermediate and edge radial loads. The stability criteria, in the form of transcendental equations, are derived as a function of the location of the intermediate load and the ratio of the magnitudes of the intermediate load and the edge load. Sample buckling results are presented for this new buckling problem.
Bibliography:ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:0263-8231
1879-3223
DOI:10.1016/j.tws.2005.08.001