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Conference Paper: Fire resistance of fixed-ended stainless steel tubular columns

TitleFire resistance of fixed-ended stainless steel tubular columns
Authors
KeywordsBuckling
Columns
Finite element
Fire resistance
Modelling
Rectangular and square hollow sections
Stainless steel
Issue Date2007
Citation
Proceedings Of The 11Th International Conference On Civil, Structural And Environmental Engineering Computing, Civil-Comp 2007, 2007 How to Cite?
AbstractThis paper presents an accurate finite element model (FEM) for the structural performance of fixed-ended stainless steel tubular columns at elevated temperatures. The finite element analysis was conducted on stainless steel columns having rectangular and square hollow sections. The column strengths, failure modes and load-axial shortening curves of the columns were obtained from the finite element analysis. The non-linear FEM was verified against experimental results. An extensive parametric study was carried out using the verified FEM to study the effects of cross-section geometries, plate thickness, effective column length and temperature on the strengths and failure modes of the columns. The parametric study provides a pool of data for the development of design rules for fixed-ended stainless steel tubular columns at elevated temperatures. © 2007 Civil-Comp Press.
Persistent Identifierhttp://hdl.handle.net/10722/111121
References

 

DC FieldValueLanguage
dc.contributor.authorTo, ECYen_HK
dc.contributor.authorYoung, Ben_HK
dc.date.accessioned2010-09-26T02:35:27Z-
dc.date.available2010-09-26T02:35:27Z-
dc.date.issued2007en_HK
dc.identifier.citationProceedings Of The 11Th International Conference On Civil, Structural And Environmental Engineering Computing, Civil-Comp 2007, 2007en_HK
dc.identifier.urihttp://hdl.handle.net/10722/111121-
dc.description.abstractThis paper presents an accurate finite element model (FEM) for the structural performance of fixed-ended stainless steel tubular columns at elevated temperatures. The finite element analysis was conducted on stainless steel columns having rectangular and square hollow sections. The column strengths, failure modes and load-axial shortening curves of the columns were obtained from the finite element analysis. The non-linear FEM was verified against experimental results. An extensive parametric study was carried out using the verified FEM to study the effects of cross-section geometries, plate thickness, effective column length and temperature on the strengths and failure modes of the columns. The parametric study provides a pool of data for the development of design rules for fixed-ended stainless steel tubular columns at elevated temperatures. © 2007 Civil-Comp Press.en_HK
dc.languageengen_HK
dc.relation.ispartofProceedings of the 11th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2007en_HK
dc.subjectBucklingen_HK
dc.subjectColumnsen_HK
dc.subjectFinite elementen_HK
dc.subjectFire resistanceen_HK
dc.subjectModellingen_HK
dc.subjectRectangular and square hollow sectionsen_HK
dc.subjectStainless steelen_HK
dc.titleFire resistance of fixed-ended stainless steel tubular columnsen_HK
dc.typeConference_Paperen_HK
dc.identifier.emailYoung, B:young@hku.hken_HK
dc.identifier.authorityYoung, B=rp00208en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-80053397992en_HK
dc.identifier.hkuros149297en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-80053397992&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.spage146en_HK
dc.identifier.epage14en_HK
dc.identifier.scopusauthoridTo, ECY=23971819000en_HK
dc.identifier.scopusauthoridYoung, B=7402192398en_HK

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