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dc.contributor.authorTrouncer, Adam N.
dc.contributor.authorRasmussen, Kim J.R.
dc.date.accessioned2020-12-01
dc.date.available2020-12-01
dc.date.issued2012en
dc.identifier.issn1833-2781
dc.identifier.urihttps://hdl.handle.net/2123/24052
dc.description.abstractThis report presents an experimental investigation into the behaviour of ultra light-gauge steel storage rack uprights subjected to compression. Two different types of members with varying lengths are tested and while the combined effects of local and distortional buckling are investigated, special attention has been given to longer specimens that fail by flexural-torsional buckling. Deformations experienced during testing by all of the specimens were measured and observations regarding failure modes have been documented. In addition, the geometric imperfections of each member were measured before testing, as were the material properties of the cold-rolled sections and the virgin steel from which the sections were formed. This report details the observed failure modes, the recorded ultimate strengths and load-deflection responses.en
dc.language.isoenen
dc.publisherSchool of Civil Engineering, The University of Sydneyen
dc.rightsCopyright All Rights Reserveden
dc.subjectCivil Engineeringen
dc.subjectInteractive bucklingen
dc.subjectCross-sectional imperfectionsen
dc.subjectLocal bucklingen
dc.subjectDistortional bucklingen
dc.subjectFlexural-torsional bucklingen
dc.subjectCold-formed steelen
dc.subjectUltra-light gauge steelen
dc.subjectStorage racksen
dc.titleExperimental Investigations into Interactive Buckling of Ultra-Light Gauge Steel Storage Rack Uprights (No. R927)en
dc.typeReport, Researchen
dc.subject.asrc0905 Civil Engineeringen
usyd.facultySeS faculties schools::Faculty of Engineering::School of Civil Engineeringen
usyd.departmentCentre for Advanced Structural Engineeringen
workflow.metadata.onlyNoen


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