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Some problems in the axially symmetrical bending of a thick circular plate resting on an elastic foundation

From the results of the cases discussed, it can be concluded that the neglect of transverse-shear deformation and normal stress results in expressions for bending moments and deflection which may be seriously in error. / / Master of Science

Identiferoai:union.ndltd.org:VTETD/oai:vtechworks.lib.vt.edu:10919/42274
Date26 April 2010
CreatorsHo, Hung-Ta
ContributorsMechanical Engineering, Pardue, Louis A., Jones, J. B., Whittemore, John A., Frederick, Daniel
PublisherVirginia Tech
Source SetsVirginia Tech Theses and Dissertation
LanguageEnglish
Detected LanguageEnglish
TypeThesis, Text
Format39 leaves, BTD, application/pdf, application/pdf
RightsIn Copyright, http://rightsstatements.org/vocab/InC/1.0/
RelationOCLC# 25998584, LD5655.V855_1955.H6.pdf

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