Wydział Mechaniczny / Faculty of Mechanical Engineering / W1

Stały URI zbioruhttp://hdl.handle.net/11652/1

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20031

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Autorsearch.filters.applied.operator.equals: search.filters.author.Macdonald, M.Tematsearch.filters.applied.operator.equals: search.filters.subject.nośność

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    Behaviour of stainless steel columns under combined bending and axial compression loading
    (Katedra Wytrzymałości Materiałów i Konstrukcji, Politechnika Łódzka, 2003) Macdonald, M.; Rhodes, J.; Kotełko, M.
    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.