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dc.contributor.authorEccher, Gabriele
dc.contributor.authorRasmussen, Kim J.R.
dc.contributor.authorBaldassino, Nadia
dc.contributor.authorZandonini, Riccardo
dc.date.accessioned2020-11-23
dc.date.available2020-11-23
dc.date.issued2005en
dc.identifier.urihttps://hdl.handle.net/2123/23940
dc.description.abstractThe finite strip method has proved to be an accurate and efficient tool for the analysis of structures having regular cross-section and mechanical proprieties along the longitudinal axis. The spline finite strip method has furthermore proved to be a more flexible tool for the analysis of structures with general support conditions and, utilising the isoparametric mapping, structures with a geometry varying along the longitudinal direction, such as curved slab bridges. In this report, the isoparametric spline finite strip method is applied to the analysis of plate containing cut-outs of different shape and subjected to in-plane stresses. The mapping technique and the theory for the general in-plane stress condition are outlined, as is a novel method for assembling the strips in order to model the particular case of a cut-out. To prove the reliability of the isoparametric spline finite strip method, three different shapes perforation in rectangular plates in traction are analysed. The shapes of the cut-outs presented are a circular, a rectangular and a key shaped hole. The result are compared with exact solutions and finite element analyses.en
dc.language.isoenen
dc.publisherSchool of Civil Engineering, The University of Sydneyen
dc.rightsCopyright All Rights Reserveden
dc.subjectCivil Engineeringen
dc.subjectIsoparametric spline finite strip methoden
dc.subjectPerforationsen
dc.subjectNumerical analysisen
dc.subjectThin-walled elementsen
dc.subjectPlatesen
dc.subjectIn-plane stressen
dc.titleIsoparametric Spline Finite Strip Method for In-plane Stress Analysis (No. R848)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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