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A new Kirchhoff plate model based on a modified couple stress theory

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dc.contributor.author Tsiatas, GC en
dc.date.accessioned 2014-03-01T01:29:34Z
dc.date.available 2014-03-01T01:29:34Z
dc.date.issued 2009 en
dc.identifier.issn 0020-7683 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/19317
dc.subject Couple stress elasticity en
dc.subject Gradient elasticity en
dc.subject Kirchhoff plate en
dc.subject Meshless methods en
dc.subject Method of fundamental solutions en
dc.subject.classification Mechanics en
dc.subject.other Couple stress elasticity en
dc.subject.other Gradient elasticity en
dc.subject.other Kirchhoff plate en
dc.subject.other Meshless methods en
dc.subject.other Method of fundamental solutions en
dc.subject.other Boundary conditions en
dc.subject.other Elastohydrodynamics en
dc.subject.other Elasticity en
dc.title A new Kirchhoff plate model based on a modified couple stress theory en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.ijsolstr.2009.03.004 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.ijsolstr.2009.03.004 en
heal.language English en
heal.publicationDate 2009 en
heal.abstract In this paper a new Kirchhoff plate model is developed for the static analysis of isotropic micro-plates with arbitrary shape based on a modified couple stress theory containing only one material length scale parameter which can capture the size effect. The proposed model is capable of handling plates with complex geometries and boundary conditions. From a detailed variational procedure the governing equilibrium equation of the micro-plate and the most general boundary conditions are derived, in terms of the deflection, using the principle of minimum potential energy. The resulting boundary value problem is of the fourth order (instead of existing gradient theories which is of the sixth order) and it is solved using the Method of Fundamental Solutions (MFS) which is a boundary-type meshless method. Several plates of various shapes, aspect and Poisson's ratios are analyzed to illustrate the applicability of the developed micro-plate model and to reveal the differences between the current model and the classical plate model. Moreover, useful conclusions are drawn from the micron-scale response of this new Kirchhoff plate model. (C) 2009 Elsevier Ltd. All rights reserved. en
heal.publisher PERGAMON-ELSEVIER SCIENCE LTD en
heal.journalName International Journal of Solids and Structures en
dc.identifier.doi 10.1016/j.ijsolstr.2009.03.004 en
dc.identifier.isi ISI:000266045700023 en
dc.identifier.volume 46 en
dc.identifier.issue 13 en
dc.identifier.spage 2757 en
dc.identifier.epage 2764 en


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