File Download
Supplementary

Conference Paper: Numerical study on concrete-filled aluminium circular hollow section columns

TitleNumerical study on concrete-filled aluminium circular hollow section columns
Authors
Zhou, FYoung, B
KeywordsAluminium tubes
Circular hollow sections
Composite columns
Finite element analysis
Issue Date2012
Citation
The 14th International Conference on Computing in Civil and Building Engineering (ICCCBE 2012), Moscow, Russian Federation, 27-29 June 2012. In Proceedings of the 14th ICCCBE, 2012, p. 212-213 How to Cite?
AbstractA numerical study on concrete-filled aluminium circular hollow section columns is presented. A nonlinear finite element model was developed in this study. The model was verified against test results. The finite element model was used for a parametric study and investigated the diameter-to-thickness ratio of the aluminium hollow sections and the concrete strength. The aluminium tubes of high strength material using the nominal concrete cylinder strengths of 70 and 100 MPa were investigated. The results obtained from the numerical study were compared with the design strengths calculated from the American and Australian/New Zealand specifications for aluminium and concrete structures. Design equations for concrete-filled aluminium circular hollow section columns are proposed. It is shown that the proposed design equations accurately predicted the column strengths.
Persistent Identifierhttp://hdl.handle.net/10722/165778

 

DC FieldValueLanguage
dc.contributor.authorZhou, Fen_US
dc.contributor.authorYoung, Ben_US
dc.date.accessioned2012-09-20T08:23:10Z-
dc.date.available2012-09-20T08:23:10Z-
dc.date.issued2012en_US
dc.identifier.citationThe 14th International Conference on Computing in Civil and Building Engineering (ICCCBE 2012), Moscow, Russian Federation, 27-29 June 2012. In Proceedings of the 14th ICCCBE, 2012, p. 212-213en_US
dc.identifier.urihttp://hdl.handle.net/10722/165778-
dc.description.abstractA numerical study on concrete-filled aluminium circular hollow section columns is presented. A nonlinear finite element model was developed in this study. The model was verified against test results. The finite element model was used for a parametric study and investigated the diameter-to-thickness ratio of the aluminium hollow sections and the concrete strength. The aluminium tubes of high strength material using the nominal concrete cylinder strengths of 70 and 100 MPa were investigated. The results obtained from the numerical study were compared with the design strengths calculated from the American and Australian/New Zealand specifications for aluminium and concrete structures. Design equations for concrete-filled aluminium circular hollow section columns are proposed. It is shown that the proposed design equations accurately predicted the column strengths.-
dc.languageengen_US
dc.relation.ispartofProceedings of the 14th ICCCBE, 2012en_US
dc.subjectAluminium tubes-
dc.subjectCircular hollow sections-
dc.subjectComposite columns-
dc.subjectFinite element analysis-
dc.titleNumerical study on concrete-filled aluminium circular hollow section columnsen_US
dc.typeConference_Paperen_US
dc.identifier.emailZhou, F: zhoufeng@hku.hken_US
dc.identifier.emailYoung, B: young@hku.hken_US
dc.identifier.authorityYoung, B=rp00208en_US
dc.description.naturepostprint-
dc.identifier.hkuros209571en_US
dc.identifier.spage212en_US
dc.identifier.epage213en_US
dc.customcontrol.immutablesml 130402-

Export via OAI-PMH Interface in XML Formats

OR

Export to Other Non-XML Formats