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dc.contributor.authorEccher, Gabriele
dc.contributor.authorRasmussen, Kim J.R.
dc.contributor.authorZandonini, Riccardo
dc.date.accessioned2020-11-26
dc.date.available2020-11-26
dc.date.issued2007en
dc.identifier.urihttps://hdl.handle.net/2123/23978
dc.description.abstractIn a previous report [1], the isoparametric spline finite strip method was successfully applied to the in-plane stress linear elastic analysis of perforated thin-walled structures. In the present report the application of the isoparametric spline finite strip method is further extended to the bending of perforated plates. The general theory of the isoparametric spline finite strip method is briefly introduced while the development of the Mindlin bending theory and its matrices are discussed in detail. The reliability of the method is demonstrated by comparisons with finely meshed finite element analyses. Square plates in bending containing openings of different shapes are analysed.en
dc.language.isoenen
dc.publisherSchool of Civil Engineering, The University of Sydneyen
dc.rightsCopyright All Rights Reserveden
dc.subjectCivil Engineeringen
dc.subjectPlate bending analysisen
dc.subjectIsoparametric spline finite strip methoden
dc.subjectPerforationsen
dc.subjectThin-walled elementsen
dc.titleIsoparametric Spline Finite Strip Method for the Bending of Perforated Plates (No. R877)en
dc.typeReport, Researchen
dc.subject.asrc0905 Civil Engineeringen
dc.rights.otherThis publication may be redistributed freely in its entirety and in its original form without the consent of the copyright owner. Use of material contained in this publication in any other published works must be appropriately referenced, and, if necessary, permission sought from the author.en
usyd.facultyFaculty of Engineering, School of Civil Engineeringen
usyd.departmentCentre for Advanced Structural Engineeringen
workflow.metadata.onlyNoen


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