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- W203431561 abstract "This chapter describes a test program on cold-formed stainless steel square hollow section subjected to pure axial compression. A series of tests is compressed between fixed ends. The specimens are cold-rolled from stainless steel sheets. The tests are performed over a range of column lengths, which involves local buckling and overall flexural buckling. Measurements of overall geometric imperfections and material properties of the specimens are conducted. The experimental column strengths are compared with the design strengths predicted by the American, Australian/New Zealand, and European specifications for cold-formed stainless steel structures. Generally, the three specifications conservatively predict the test strengths of the fixed-ended cold-formed stainless steel square hollow section columns. However, the design rules in the Australian/New Zealand Standard are slightly more reliable than the design rules in the American and European specifications. The chapter presents a comparison of the test strengths with the design strengths. The design strengths are predicted using the American, Australian/New Zealand, and European specifications for cold-formed stainless steel structures. They are calculated based on the material properties obtained from the finished specimens, which takes into account the enhancement of the material properties due to cold-working. Tensile coupon tests and stub column tests are conducted to determine the material properties. The design strengths are calculated based on an effective length of one-half of the column length. The reliability of the design rules has been evaluated using reliability analysis." @default.
- W203431561 created "2016-06-24" @default.
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- W203431561 date "2002-01-01" @default.
- W203431561 modified "2023-10-01" @default.
- W203431561 title "Structural stability of stainless steel compression members" @default.
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- W203431561 doi "https://doi.org/10.1016/b978-008044017-0/50042-1" @default.
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