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Conference Paper: Structural Behaviour of Octagonal Tubular Steel Stub Columns under Uniaxial Compression

TitleStructural Behaviour of Octagonal Tubular Steel Stub Columns under Uniaxial Compression
Authors
Issue Date2017
PublisherCRC Press.
Citation
Tubular Structures XVI: Proceedings of the 16th International Symposium on Tubular Structures (ISTS), Melbourne, Australia, 4-6 December 2017, p. 567-573 How to Cite?
AbstractThis paper presents the experimental and numerical investigations on the compressive behaviour of cold-formed steel tubular stub columns with octagonal cross-section. Companion stub columns with circular and square cross-sections were also examined and compared. The material properties, dimensions and geometric imperfections for each specimen were carefully measured. Load-deformation relationships and failure modes of the test specimens were presented. Finite element methodology was also developed and validated against the experimental results. The current design codes from Europe and North America were assessed.
Persistent Identifierhttp://hdl.handle.net/10722/259855
ISBN

 

DC FieldValueLanguage
dc.contributor.authorZhu, JY-
dc.contributor.authorChan, TM-
dc.contributor.authorYoung, B-
dc.date.accessioned2018-09-03T04:15:08Z-
dc.date.available2018-09-03T04:15:08Z-
dc.date.issued2017-
dc.identifier.citationTubular Structures XVI: Proceedings of the 16th International Symposium on Tubular Structures (ISTS), Melbourne, Australia, 4-6 December 2017, p. 567-573-
dc.identifier.isbn978-0815381341-
dc.identifier.urihttp://hdl.handle.net/10722/259855-
dc.description.abstractThis paper presents the experimental and numerical investigations on the compressive behaviour of cold-formed steel tubular stub columns with octagonal cross-section. Companion stub columns with circular and square cross-sections were also examined and compared. The material properties, dimensions and geometric imperfections for each specimen were carefully measured. Load-deformation relationships and failure modes of the test specimens were presented. Finite element methodology was also developed and validated against the experimental results. The current design codes from Europe and North America were assessed.-
dc.languageeng-
dc.publisherCRC Press.-
dc.relation.ispartofTubular Structures XVI: Proceedings of the 16th International Symposium on Tubular Structures, 2017-
dc.titleStructural Behaviour of Octagonal Tubular Steel Stub Columns under Uniaxial Compression-
dc.typeConference_Paper-
dc.identifier.emailYoung, B: young@hku.hk-
dc.identifier.authorityYoung, B=rp00208-
dc.identifier.hkuros289031-
dc.identifier.spage567-
dc.identifier.epage573-
dc.publisher.placeLondon-

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