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Static and dynamic analysis of super-elliptical plates

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dc.contributor Ph.D. Program in Civil Engineering.
dc.contributor.advisor Aşkar Altay, Gülay.
dc.contributor.author Altekin, Murat.
dc.date.accessioned 2023-03-16T10:56:25Z
dc.date.available 2023-03-16T10:56:25Z
dc.date.issued 2005.
dc.identifier.other CE 2005 A48 PhD
dc.identifier.uri http://digitalarchive.boun.edu.tr/handle/123456789/14191
dc.description.abstract This study reports the static and dynamic analysis of super-elliptical plates ofuniform thickness. There are mainly three distinct boundary conditions (clamped/simplysupportedalong the contour and point supported on the contour) to be examined in the dissertation. In static analysis the plate is subjected to constant lateral load. On the otherhand, in dynamic analysis the undamped free vibration is concerned. The plate perimeteris defined by a super-elliptic function with a power corresponding to the shape rangingfrom an ellipse to a rectangle. The Kirchhoff fourth-order plate theory is employed for the isotropic and the functionally graded elastic plate. Numerical examples for plates withdifferent shapes are solved by the Ritz method and the methods of weighted residuals. Theresults are compared with known ones where possible.
dc.format.extent 30cm.
dc.publisher Thesis (Ph.D.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2005.
dc.relation Includes appendices.
dc.relation Includes appendices.
dc.subject.lcsh Plates (Engineering)
dc.title Static and dynamic analysis of super-elliptical plates
dc.format.pages xxi, 190 leaves;


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