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dc.contributor.authorBezkorovainy, Paul
dc.contributor.authorBurns, Tim
dc.contributor.authorRasmussen, Kim J.R.
dc.date.accessioned2020-11-17
dc.date.available2020-11-17
dc.date.issued2002en_AU
dc.identifier.urihttps://hdl.handle.net/2123/23897
dc.description.abstractThe report presents a plate strength formulation applicable to metal in general, notably metals with nonlinear stress strain curves, such as aluminium and stainless steel alloys. The formulation is based on a generalised Winter-curve featuring two material-dependent constants. Analytic expressions are derived for these constants so that they can be determined for given material properties. The material properties are assumed to be expressed in terms of the Ramberg-Osgood parameters. The generalised formulation allows the plate strength equation to be determined for a given alloy, requiring only the Ramberg-Osgood parameters. The strength curves obtained using the generalised formulation are shown to compare well with finite element results. The strength equations apply to uniformly compressed plates simply supported along all four edges. The validity ranges for the material properties are 3≤n≤100 and 0.001≤e≤0.003 where e=σ0.2/E0. The plates are assumed to be free of residual stress.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.subjectPlatesen_AU
dc.subjectNonlinear metalsen_AU
dc.subjectDesignen_AU
dc.subjectStrengthen_AU
dc.subjectPlasticityen_AU
dc.subjectFinite elementsen_AU
dc.titleStrength Curves for Metal Plates in Compression (No. R821)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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