Compressive buckling of a clamped circular plate on an elastic foundation not in attachment

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dc.contributor.authorLiu, Cheng Yungen
dc.contributor.departmentEngineering Mechanicsen
dc.date.accessioned2017-03-10T21:18:34Zen
dc.date.available2017-03-10T21:18:34Zen
dc.date.issued1959en
dc.description.abstractA circular thin plate under radial compressive forces resting on an elastic foundation not in attachment was studied with regard to it's behavior in the 2nd mode shape. Two regions of action are controlled by two differential equations of the fourth order which were solved in terms of the Bessel functions. The relations between the foundation modulus and the buckling load were found from two characteristic equations expressed in terms of Bessel functions.en
dc.description.degreeMaster of Scienceen
dc.format.extent24 leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/76301en
dc.language.isoen_USen
dc.publisherVirginia Polytechnic Instituteen
dc.relation.isformatofOCLC# 26662332en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1959.L56en
dc.subject.lcshBuckling (Mechanics)en
dc.subject.lcshPlates, Iron and steelen
dc.titleCompressive buckling of a clamped circular plate on an elastic foundation not in attachmenten
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineEngineering Mechanicsen
thesis.degree.grantorVirginia Polytechnic Instituteen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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