Behaviour of stainless steel columns under combined bending and axial compression loading
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Wydawca
Katedra Wytrzymałości Materiałów i Konstrukcji, Politechnika Łódzka
Department of Strength of Materials & Structures, Lodz University of Technology
Department of Strength of Materials & Structures, Lodz University of Technology
Abstrakt
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.
Opis
Słowa kluczowe
kolumny ze stali nierdzewnej, nośność, analiza elementów skończonych, stainless steel columns, load capacity, finite element analysis
Cytowanie
Macdonald 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.