Ho, Hung-Ta2014-03-142014-03-141955-08-05etd-04262010-020302http://hdl.handle.net/10919/42274From 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. /39 leavesBTDapplication/pdfenIn CopyrightLD5655.V855 1955.H6Plates (Engineering) -- FatigueSome problems in the axially symmetrical bending of a thick circular plate resting on an elastic foundationThesishttp://scholar.lib.vt.edu/theses/available/etd-04262010-020302/