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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
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
dc.language.isoenen
dc.publisherSchool of Civil Engineering, The University of Sydneyen
dc.rightsCopyright All Rights Reserveden
dc.subjectCivil Engineeringen
dc.subjectPlatesen
dc.subjectNonlinear metalsen
dc.subjectDesignen
dc.subjectStrengthen
dc.subjectPlasticityen
dc.subjectFinite elementsen
dc.titleStrength Curves for Metal Plates in Compression (No. R821)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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