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Large deflection analysis of plates on elastic foundation by the boundary element method

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dc.contributor.author Katsikadelis, JT en
dc.date.accessioned 2014-03-01T01:08:25Z
dc.date.available 2014-03-01T01:08:25Z
dc.date.issued 1991 en
dc.identifier.issn 0020-7683 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/10473
dc.subject Boundary Element Method en
dc.subject.classification Mechanics en
dc.subject.other Computer Aided Analysis en
dc.subject.other Computer Programming en
dc.subject.other Foundations--Elasticity en
dc.subject.other Mathematical Techniques--Boundary Element Method en
dc.subject.other Membranes--Stresses en
dc.subject.other Elastic Foundations en
dc.subject.other Large Deflection Analysis en
dc.subject.other Linear Plate Theory en
dc.subject.other Subgrade reaction en
dc.subject.other Von Karman Equations en
dc.subject.other Plates en
dc.title Large deflection analysis of plates on elastic foundation by the boundary element method en
heal.type journalArticle en
heal.identifier.primary 10.1016/0020-7683(91)90182-F en
heal.identifier.secondary http://dx.doi.org/10.1016/0020-7683(91)90182-F en
heal.language English en
heal.publicationDate 1991 en
heal.abstract A boundary element method is developed for the large deflection analysis of thin elastic plates resting on elastic foundation. The subgrade reaction may depend linearly (Winkler-type) or nonlinearly on the deflection as well as on the point coordinates (nonhomogeneous subgrade). Moderately large deflections are examined as described by the von Karman equations. The plate may have arbitrary shape and its boundary may be subjected to any type of boundary condition. The proposed method uses the fundamental solution of the linear plate theory and treats the nonlinearities as well as the subgrade reaction as unknown domain forces. Numerical results are presented to illustrate the method and demonstrate its effectiveness and accuracy. © 1991. en
heal.publisher PERGAMON-ELSEVIER SCIENCE LTD en
heal.journalName International Journal of Solids and Structures en
dc.identifier.doi 10.1016/0020-7683(91)90182-F en
dc.identifier.isi ISI:A1991FF32500001 en
dc.identifier.volume 27 en
dc.identifier.issue 15 en
dc.identifier.spage 1867 en
dc.identifier.epage 1878 en


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