Please use this identifier to cite or link to this item: http://buratest.brunel.ac.uk/handle/2438/12570
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dc.contributor.authorAfshan, S-
dc.contributor.authorZhao, O-
dc.contributor.authorGardner, L-
dc.contributor.authorHo, E-
dc.coverage.spatialSouth Africa, Cape Town-
dc.date.accessioned2016-04-25T09:10:00Z-
dc.date.available2016-04-25T09:10:00Z-
dc.date.issued2016-
dc.identifier.citationProceedings of The Sixth International Conference on Structural Engineering, Mechanics and Computation (SEMC 2016), Cape Town, South Africa, (5 - 7 September 2016)en_US
dc.identifier.urihttp://www.balkema.nl/-
dc.identifier.urihttp://www.semc.uct.ac.za/semc/intro_aims/introduction-
dc.identifier.urihttp://bura.brunel.ac.uk/handle/2438/12570-
dc.description.abstractThe inherent corrosion resistance and elevated temperature strength retention of stainless steels lend them-selves to applications in buildings and structures where fire resistance is important. This paper examines the fire resistance design of stainless steels columns, and in particular focuses on the suitability of using the 0.2% proof stress f0.2 or the stress at 2% total strain f2 as the basic design strength parameters. Through analysis of FE generated column data, it is shown that the 0.2% proof stress is a more appropriate parameter as the basis for derivation of the buckling curves for stainless steel columns.en_US
dc.language.isoenen_US
dc.publisherTaylor & Francis/Balkemaen_US
dc.sourceThe Sixth International Conference on Structural Engineering, Mechanics and Computation-
dc.sourceThe Sixth International Conference on Structural Engineering, Mechanics and Computation-
dc.subjectFire resistanceen_US
dc.subjectStainless steelsen_US
dc.subjectBucklingen_US
dc.titleBuckling of stainless steel columns in fireen_US
dc.typeConference Paperen_US
pubs.declined2017-10-02T07:00:10.953+0100-
pubs.finish-date2016-09-07-
pubs.finish-date2016-09-07-
pubs.publication-statusAccepted-
pubs.start-date2016-09-05-
pubs.start-date2016-09-05-
Appears in Collections:Dept of Mechanical Aerospace and Civil Engineering Research Papers

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