Show simple item record

dc.contributor.authorLam, Dennis*
dc.contributor.authorGardner, L.*
dc.contributor.authorBurdett, M.*
dc.date.accessioned2014-04-25T12:38:42Z
dc.date.available2014-04-25T12:38:42Z
dc.date.issued2010
dc.identifier.citationLam, D., Gardner, L. and Burdett, M. (2010). Behaviour of Axially Loaded Concrete Filled Stainless Steel Elliptical Stub Columns. Advances in Structural Engineering. Vol. 13, No. 3, pp. 493 ¿ 500.en_US
dc.identifier.urihttp://hdl.handle.net/10454/5924
dc.description.abstractThis paper presents the details of an experimental investigation on the behaviour of axially loaded concrete-filled stainless steel elliptical hollow sections. The experimental investigation was conducted using normal and high strength concrete of 30 and 100 MPa. The current study is based on stub column tests and is therefore limited to cross-section capacity. Based on the equations proposed by the authors on concrete-filled stainless steel circular columns, a new set of equations for the stainless steel concrete-filled elliptical hollow sections were proposed. From the limited data currently available, the equation provides an accurate and consistent prediction of the axial capacity of the composite concrete-filled stainless steel elliptical hollow sections.en_US
dc.language.isoenen_US
dc.relation.isreferencedbyhttp://multi-science.metapress.com/content/e6370ku602410616/?p=fd6bc6884bad4a1fa31a7a0d09c17ee3&pi=7en_US
dc.subjectElliptical Stub Columnsen_US
dc.subjectComposite columnen_US
dc.subjectConcrete filleden_US
dc.subjectElliptical hollow sectionsen_US
dc.subjectEurocodesen_US
dc.subjectExperimentsen_US
dc.subjectHigh strength concreteen_US
dc.subjectStainless steelen_US
dc.subjectTubular constructionen_US
dc.titleBehaviour of Axially Loaded Concrete Filled Stainless Steel Elliptical Stub Columns.en_US
dc.status.refereedyesen_US
dc.typeArticleen_US
dc.type.versionpublished version paperen_US


This item appears in the following Collection(s)

Show simple item record