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dc.contributor.authorHancock, Gregory J.
dc.contributor.authorPham, Cao H.
dc.date.accessioned2020-12-01
dc.date.available2020-12-01
dc.date.issued2014en_AU
dc.identifier.issn1833-2781
dc.identifier.urihttps://hdl.handle.net/2123/24059
dc.description.abstractThin-walled sections under localised loading may lead to web crippling of the sections. This report develops the Semi-Analytical Finite Strip Method (SAFSM) for thin-walled sections subject to localised loading to investigate web crippling phenomena. The method is benchmarked against analytical solutions, Finite Element Method (FEM) solutions, as well as Spline Finite Strip Method (SFSM) solutions. The report summarises the SAFSM theory then applies it to the buckling of plates, and channel sections under localised loading. Multiple series terms in the longitudinal direction are used to compute the prebuckling stresses in the plates and sections, and to perform the buckling analyses using these stresses. Solution convergence with increasing numbers of series terms is provided in the report. The more localised the loading and buckling mode, the more series terms are required for accurate solutions.en_AU
dc.language.isoenen_AU
dc.publisherSchool of Civil Engineering, The University of Sydneyen_AU
dc.rightsCopyright All Rights Reserveden_AU
dc.subjectCivil Engineeringen_AU
dc.subjectThin-walled sectionsen_AU
dc.subjectLocalised loadingen_AU
dc.subjectBuckling analysisen_AU
dc.subjectSemi-analytical finite strip methoden_AU
dc.subjectSpline finite strip methoden_AU
dc.titleBuckling Analysis of Thin-Walled Sections under Localised Loading Using the Semi-Analytical Finite Strip Method (No. R951)en_AU
dc.typeReport, Researchen_AU
dc.subject.asrc0905 Civil Engineeringen_AU
usyd.facultySeS faculties schools::Faculty of Engineering::School of Civil Engineeringen_AU
usyd.departmentCentre for Advanced Structural Engineeringen_AU
workflow.metadata.onlyNoen_AU


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