Macdonald, M.Rhodes, J.Kotełko, M.2021-01-112021-01-112003Macdonald M., Rhodes J., Kotełko M., Behaviour of stainless steel columns under combined bending and axial compression loading. W: X Sympozjum Stateczności Konstrukcji, Zakopane, 8-12 września 2003, Kowal-Michalska K. (red.), Kołakowski Z. (red.), Wydawca Katedra Wytrzymałości Materiałów i Konstrukcji - Politechnika Łódzka, Łódź 2003, s.259-266, ISBN 83-914019-2-8.83-914019-2-8http://hdl.handle.net/11652/3169The 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.enkolumny ze stali nierdzewnejnośnośćanaliza elementów skończonychstainless steel columnsload capacityfinite element analysisartykuł