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Article: Numerical analysis and design of concrete-filled aluminum circular hollow section columns

TitleNumerical analysis and design of concrete-filled aluminum circular hollow section columns
Authors
Zhou, FYoung, B
KeywordsAluminum tubes
Analysis and design
Circular hollow section
Circular hollow sections
Column strengths
Issue Date2012
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/tws
Citation
Thin-walled Structures, 2012, v. 50 n. 1, p. 45-55 How to Cite?
DOI: http://dx.doi.org/10.1016/j.tws.2011.10.002
AbstractThis paper presents numerical investigation and design of concrete-filled aluminum circular hollow section (CHS) columns. A non-linear finite element model is developed and verified against experimental results. An extensive parametric study was carried out to study the effects of cross-section geometries and material properties on the concrete-filled aluminum CHS column strengths. A total of 192 numerical data is presented in this study. The aluminum CHS tubes of normal strength material (T5) and high strength material (T6) using three different nominal concrete cylinder strengths of 40, 70 and 100 MPa were investigated. The nominal outer diameter-to-thickness (D/t) ratio of the sections ranged from 10 to 160. The test and numerical results of the concrete-filled aluminum CHS columns were compared with the design strengths to evaluate the reliability of the design rules in the American and Australian/New Zealand specifications for aluminum and concrete structures. Furthermore, the composite column design equations are proposed in this study. The proposed design equations consider the benefits of composite action between the aluminum CHS tube and the concrete infill. It is shown that the proposed design equations accurately predicted the strengths of the concrete-filled aluminum CHS columns. © 2011 Elsevier Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/150611
ISSN
0263-8231
2021 Impact Factor: 5.881
2020 SCImago Journal Rankings: 1.331
ISI Accession Number ID
WOS:000298203100005
Funding AgencyGrant Number
State Key Laboratory for Disaster Prevention in Civil EngineeringSLDRCE08-A-04
University of Hong Kong
Funding Information:

The research work described in this paper was supported by research grants from the State Key Laboratory for Disaster Prevention in Civil Engineering (Grant no.: SLDRCE08-A-04) and The University of Hong Kong under the seed funding program for basic research.

References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorZhou, Fen_US
dc.contributor.authorYoung, Ben_US
dc.date.accessioned2012-06-26T06:06:08Z-
dc.date.available2012-06-26T06:06:08Z-
dc.date.issued2012en_US
dc.identifier.citationThin-walled Structures, 2012, v. 50 n. 1, p. 45-55en_US
dc.identifier.issn0263-8231en_US
dc.identifier.urihttp://hdl.handle.net/10722/150611-
dc.description.abstractThis paper presents numerical investigation and design of concrete-filled aluminum circular hollow section (CHS) columns. A non-linear finite element model is developed and verified against experimental results. An extensive parametric study was carried out to study the effects of cross-section geometries and material properties on the concrete-filled aluminum CHS column strengths. A total of 192 numerical data is presented in this study. The aluminum CHS tubes of normal strength material (T5) and high strength material (T6) using three different nominal concrete cylinder strengths of 40, 70 and 100 MPa were investigated. The nominal outer diameter-to-thickness (D/t) ratio of the sections ranged from 10 to 160. The test and numerical results of the concrete-filled aluminum CHS columns were compared with the design strengths to evaluate the reliability of the design rules in the American and Australian/New Zealand specifications for aluminum and concrete structures. Furthermore, the composite column design equations are proposed in this study. The proposed design equations consider the benefits of composite action between the aluminum CHS tube and the concrete infill. It is shown that the proposed design equations accurately predicted the strengths of the concrete-filled aluminum CHS columns. © 2011 Elsevier Ltd. All rights reserved.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/twsen_US
dc.relation.ispartofThin-walled Structuresen_US
dc.subjectAluminum tubesen_US
dc.subjectAnalysis and designen_US
dc.subjectCircular hollow sectionen_US
dc.subjectCircular hollow sectionsen_US
dc.subjectColumn strengthsen_US
dc.titleNumerical analysis and design of concrete-filled aluminum circular hollow section columnsen_US
dc.typeArticleen_US
dc.identifier.emailYoung, B: young@hku.hken_US
dc.identifier.authorityYoung, B=rp00208en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1016/j.tws.2011.10.002en_US
dc.identifier.scopuseid_2-s2.0-80054748436en_US
dc.identifier.hkuros209539-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-80054748436&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume50en_US
dc.identifier.issue1en_US
dc.identifier.spage45en_US
dc.identifier.epage55en_US
dc.identifier.isiWOS:000298203100005-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridYoung, B=7402192398en_US
dc.identifier.scopusauthoridZhou, F=36704235800en_US
dc.identifier.citeulike9967656-
dc.identifier.issnl0263-8231-

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