2006
DOI: 10.1016/j.jcsr.2005.11.023
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Postbuckling behaviour of stainless steel (SUS304) columns under loading–unloading cycles

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Cited by 8 publications
(2 citation statements)
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“…Investigations performed by Rahman [4] gave critical buckling loads determined experimentally for solid columns of stainless steel (SUS304). This work covered a comprehensive range of slenderness ratios (14-184) and hence failure modes, from purely elastic to purely plastic.…”
Section: A Modeling the Trabecular Corementioning
confidence: 99%
“…Investigations performed by Rahman [4] gave critical buckling loads determined experimentally for solid columns of stainless steel (SUS304). This work covered a comprehensive range of slenderness ratios (14-184) and hence failure modes, from purely elastic to purely plastic.…”
Section: A Modeling the Trabecular Corementioning
confidence: 99%
“…The connections may also be subject to loading and unloading conditions. There have been investigations of the behavior of steel columns [27][28][29] and steel brace members [30][31][32] under cyclic loads for seismic effects, where the stainless steel columns [27] and carbon steel columns [29] were subjected to compressive loading, unloading and re-compressive loading processes. In addition, the responses of metal material subjected to tensile loading, unloading and re-tensile loading have been investigated, including carbon steel [33], stainless steel [34] and several metals [35].…”
Section: Introductionmentioning
confidence: 99%