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dc.contributor.authorYang, Yueming
dc.contributor.authorHan, Kang
dc.contributor.authorNiu, Shuang
dc.date.accessioned2020-10-11T19:50:14Z
dc.date.available2020-10-11T19:50:14Z
dc.date.issued2020-10-20
dc.identifier.urihttp://jhir.library.jhu.edu/handle/1774.2/63181
dc.description.abstractAs part of a research series concerning sectional and member capacity of cold-formed stainless steel beam-columns, this paper presents some experimental and simulated results on the interaction buckling behavior of stainless steel lipped-C beam-columns. Two series of tests (12 specimens in each series) were carried out first, for which the cross-section geometry and end restraints of specimens were designed to obtain distortional-global and local-global interaction buckling respectively. The experiments involved two alloys (austenitic S30401 (1.4301) and duplex S32205 (1.4462)) and three loading eccentricity levels (none, small and large). A detailed finite element model based on ABAQUS was developed and verified against test date.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesProceedings of the 2020 CFSRC Colloquium;62
dc.titleStudy on Sectional-Global Interaction Buckling of Stainless Steel Lipped-C Beam-Columnsen_US
dc.typeArticleen_US


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