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dc.contributor.authorHAN, WMen_US
dc.contributor.authorPETYT, Men_US
dc.contributor.authorHSIAO, KMen_US
dc.date.accessioned2014-12-08T15:03:40Z-
dc.date.available2014-12-08T15:03:40Z-
dc.date.issued1994-12-01en_US
dc.identifier.issn0168-874Xen_US
dc.identifier.urihttp://hdl.handle.net/11536/2199-
dc.description.abstractThe geometrically nonlinear analysis of laminated composite rectangular plates is studied using the hierarchical finite element method (HFEM). The derivation of the equilibrium equations and tangential stiffness matrix are given. Symbolic computation is used to calculate the high-order polynomial integrals needed to establish the stiffness matrices. The Newton-Raphson method is used in the iterative procedure. The convergence property and the numerical stability of the method are discussed. The influence of in-plane displacements on the geometrically nonlinear deformation is also discussed. The results of static analyses indicate that the extension of HFEM to geometrically nonlinear analysis of laminated rectangular plates is very successful. It is believed that this scheme can be easily applied to geometrically nonlinear dynamic analysis of laminated plates.en_US
dc.language.isoen_USen_US
dc.titleAN INVESTIGATION INTO GEOMETRICALLY NONLINEAR-ANALYSIS OF RECTANGULAR LAMINATED PLATES USING THE HIERARCHICAL FINITE-ELEMENT METHODen_US
dc.typeArticle; Proceedings Paperen_US
dc.identifier.journalFINITE ELEMENTS IN ANALYSIS AND DESIGNen_US
dc.citation.volume18en_US
dc.citation.issue1-3en_US
dc.citation.spage273en_US
dc.citation.epage288en_US
dc.contributor.department機械工程學系zh_TW
dc.contributor.departmentDepartment of Mechanical Engineeringen_US
dc.identifier.wosnumberWOS:A1994QW92300024-
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