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dc.contributor.authorLam, Dennis
dc.contributor.authorGardner, L.
dc.date.accessioned2013-05-31T10:31:13Z
dc.date.available2013-05-31T10:31:13Z
dc.date.issued2007
dc.identifier.citationLam D. and Gardner L. (2007). Structural design of stainless steel concrete filled columns. 3rd International Experts Seminar on Stainless Steel in Structures. Stainless Steel in Structures: Third International Experts Seminar, 29-30 September, Ascot, UK.en_US
dc.identifier.urihttp://hdl.handle.net/10454/5571
dc.descriptionNoen_US
dc.description.abstractThis paper presents the behaviour and design of axially loaded concrete filled stainless steel circular and square hollow sections. The experimental investigation was Conducted using different concrete cube strengths varied from 30 to 100 MPa. The column strengths and load-axial shortening curves were evaluated. The study is limited to cross-section capacity and has not been validated at member level. Comparisons of the tests results together with other available results from the literature have been made with existing design methods for composite carbon steel sections-Eurocode 4 and ACI. It was found that existing design guidance for carbon steel may generally be safely applied to concrete filled stainless steel tubes. though it tends to be over-conservative. A continuous strength method is proposed and it is found to provide the most accurate and consistent prediction of the axial capacity of the composite concrete filled stainless steel hollow sections due largely to the more precise assessment of the contribution of the stainless steel tube to the composite resistance.en_US
dc.language.isoenen_US
dc.subjectHollow Sectionsen_US
dc.subjectTubular Membersen_US
dc.subjectBox Columnsen_US
dc.subjectTube Columnsen_US
dc.subjectStrengthen_US
dc.subjectBehaviouren_US
dc.subjectBeamsen_US
dc.subjectTestsen_US
dc.titleDesign of Composite Stainless Steel Concrete Filled Columnsen_US
dc.status.refereedYesen_US
dc.typeConference paperen_US
dc.type.versionNo full-text available in the repositoryen_US


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