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
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| Format: | Others |
| Language: | en |
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Virginia Tech
2014
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| Online Access: | http://hdl.handle.net/10919/42274 http://scholar.lib.vt.edu/theses/available/etd-04262010-020302/ |