Please use this identifier to cite or link to this item: http://buratest.brunel.ac.uk/handle/2438/12570
Title: Buckling of stainless steel columns in fire
Authors: Afshan, S
Zhao, O
Gardner, L
Ho, E
Keywords: Fire resistance;Stainless steels;Buckling
Issue Date: 2016
Publisher: Taylor & Francis/Balkema
Citation: Proceedings of The Sixth International Conference on Structural Engineering, Mechanics and Computation (SEMC 2016), Cape Town, South Africa, (5 - 7 September 2016)
Abstract: The 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.
URI: http://www.balkema.nl/
http://www.semc.uct.ac.za/semc/intro_aims/introduction
http://bura.brunel.ac.uk/handle/2438/12570
Appears in Collections:Dept of Mechanical Aerospace and Civil Engineering Research Papers

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