Sangam: A Confluence of Knowledge Streams

Response of a plastic circular plate to a distributed time-varying loading

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dc.contributor Engineering Mechanics
dc.contributor Maher, Francis J.
dc.contributor Armstrong, R. L.
dc.contributor Maderspach, Victor G.
dc.contributor Pace, W. Emory
dc.contributor Counts, J.
dc.creator Weidman, Deene J.
dc.date 2014-03-14T21:23:13Z
dc.date 2014-03-14T21:23:13Z
dc.date 1968-06-05
dc.date 2012-11-29
dc.date 2012-11-29
dc.date 2012-11-29
dc.date.accessioned 2023-03-01T08:07:30Z
dc.date.available 2023-03-01T08:07:30Z
dc.identifier etd-11292012-040233
dc.identifier http://hdl.handle.net/10919/40365
dc.identifier http://scholar.lib.vt.edu/theses/available/etd-11292012-040233/
dc.identifier.uri http://localhost:8080/xmlui/handle/CUHPOERS/276221
dc.description From the results and equations shown herein, several important conclusions are evident. The equations derived here considering bending deformations only are seen to be more general in form than existing solutions, and reduction to the existing cases is direct. For example if the loading is considered uniform in r and impulsive or step-wise uniform in time, the equations derived directly for such cases by Hopkins and Prager and Wang (refs. 2 and 5) appear exactly. Also, if the radial load distribution is considered uniform, and a general function of time is allowed (but assuming only inward hinge circle movement), the nonlinear equations of Perzyna (ref. 57) are found exactly. The conclusion of Perzyna that time variation is unimportant appears to be caused by an unfortunate choice of example time functions. He solves the specific non-linear equations for his example, and does not present any means for evaluation of his numerical method of solution. If the loading on the plate is considered to be a distributed Gaussian loading in r and impulsively applied, the equations derived directly for this case by Thomson (ref. 56) appear exactly herein. These two papers (by Perzyna and Thomson) are the only two papers available at present that allow variations of the loading, one in r and the other in t, and both sets of equations are included in the general expressions herein. In fact, the solutions currently available for bending theory are found to exist as special cases of these general equations.
dc.description Ph. D.
dc.format iv, 99 leaves
dc.format BTD
dc.format application/pdf
dc.format application/pdf
dc.language en
dc.publisher Virginia Tech
dc.relation OCLC# 20748724
dc.relation LD5655.V856_1968.W4.pdf
dc.rights In Copyright
dc.rights http://rightsstatements.org/vocab/InC/1.0/
dc.subject LD5655.V856 1968.W4
dc.subject Elastic plates and shells
dc.subject Strains and stresses
dc.title Response of a plastic circular plate to a distributed time-varying loading
dc.type Dissertation
dc.type Text


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