Behaviour of stainless steel columns under combined bending and axial compression loading
Abstract
The behaviour and load capacity of Type 304 stainless steel columns of
lipped channel cross-section, subjected to pure compression loading was
presented by Macdonald, Rhodes and Kotelko in 2000 [1].This paper
describes the results obtaincd from an investigation into the behaviour and load
capacity of eccentrically loaded Type 304 stainless steel columns of the same
lipped channel cross-section. The test results obtained are compared with those
obtained from Eurocode 3, Part 1.4 and, the applicability of the Polish carbon
steel code PN-90/B-03200 is investigated. Finally, all test and code results are
compared to thosc obtained from finite element analysis. ConcJusions are drawn
on the basis of the comparisons.
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