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Conference Paper: Numerical study on concrete-filled aluminium circular hollow section columns
Title | Numerical study on concrete-filled aluminium circular hollow section columns |
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Authors | |
Keywords | Aluminium tubes Circular hollow sections Composite columns Finite element analysis |
Issue Date | 2012 |
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? |
Abstract | A 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 Identifier | http://hdl.handle.net/10722/165778 |
DC Field | Value | Language |
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dc.contributor.author | Zhou, F | en_US |
dc.contributor.author | Young, B | en_US |
dc.date.accessioned | 2012-09-20T08:23:10Z | - |
dc.date.available | 2012-09-20T08:23:10Z | - |
dc.date.issued | 2012 | en_US |
dc.identifier.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 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/165778 | - |
dc.description.abstract | A 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.language | eng | en_US |
dc.relation.ispartof | Proceedings of the 14th ICCCBE, 2012 | en_US |
dc.subject | Aluminium tubes | - |
dc.subject | Circular hollow sections | - |
dc.subject | Composite columns | - |
dc.subject | Finite element analysis | - |
dc.title | Numerical study on concrete-filled aluminium circular hollow section columns | en_US |
dc.type | Conference_Paper | en_US |
dc.identifier.email | Zhou, F: zhoufeng@hku.hk | en_US |
dc.identifier.email | Young, B: young@hku.hk | en_US |
dc.identifier.authority | Young, B=rp00208 | en_US |
dc.description.nature | postprint | - |
dc.identifier.hkuros | 209571 | en_US |
dc.identifier.spage | 212 | en_US |
dc.identifier.epage | 213 | en_US |
dc.customcontrol.immutable | sml 130402 | - |