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dc.contributor.authorPham, Cao H.
dc.contributor.authorHancock, Gregory J.
dc.date.accessioned2020-11-26
dc.date.available2020-11-26
dc.date.issued2007en
dc.identifier.issn1833-2781
dc.identifier.urihttps://hdl.handle.net/2123/23989
dc.description.abstractThe elastic buckling stresses of channel sections with and without lips and subject to shear forces parallel with the web are determined where the computational modelling of the thin-walled steel sections is implemented by means of a spline finite strip analysis. Both unlipped and lipped channels are studied where the main variables are the flange width, different boundary conditions and shear flow distribution are considered in this study. The channel sections are also analysed at different lengths to investigate the effect of length/width ratio on the critical shear buckling stresses. Comparisons between cases and with classical solutions are included in this report.en
dc.language.isoenen
dc.publisherSchool of Civil Engineering, The University of Sydneyen
dc.rightsCopyright All Rights Reserveden
dc.subjectCivil Engineeringen
dc.subjectShear bucklingen
dc.subjectThin-walled channel sectionsen
dc.subjectLipped and unlipped channel sectionsen
dc.subjectSpline finite strip methoden
dc.subjectShear buckling capacityen
dc.subjectTwisting and lateral buckling modeen
dc.titleShear Buckling of Thin-Walled Channel Sections (No. R885)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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