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- Publisher Website: 10.1016/j.tws.2008.01.003
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Article: Tests of concrete-filled aluminum stub columns
Title | Tests of concrete-filled aluminum stub columns |
---|---|
Authors | |
Keywords | Aluminum tube Composite columns Concrete Experimental investigation Rectangular hollow sections Square hollow sections |
Issue Date | 2008 |
Publisher | Pergamon. The Journal's web site is located at http://www.elsevier.com/locate/tws |
Citation | Thin-Walled Structures, 2008, v. 46 n. 6, p. 573-583 How to Cite? |
Abstract | An experimental investigation of concrete-filled aluminum tube columns is presented in this paper. The structural performance of the concrete-filled aluminum tube columns was investigated using different concrete cylinder strengths of 40, 70 and 100 MPa. A series of tests was conducted to investigate the effects of the shape of the aluminum tube, plate thickness and concrete strength on the behavior and strength of concrete-filled aluminum tube columns using square and rectangular hollow sections. The tubes were fabricated by extrusion using 6061-T6 heat-treated aluminum alloy. The overall depth-to-thickness ratio of the tube sections ranged from 8.2 to 63.8. The tube column lengths were chosen so that the length-to-depth ratio generally remained at a constant value of 3 to prevent overall column buckling. The concrete-filled aluminum tube specimens were subjected to uniform axial compression. The column strengths, load-axial shortening relationship and failure modes of the columns were presented. The test strengths were compared with the design strengths calculated using the American specifications and Australian/New Zealand standards for aluminum and concrete structures. It is shown that the design strengths do not agree well with the experimental results. © 2008 Elsevier Ltd. All rights reserved. |
Persistent Identifier | http://hdl.handle.net/10722/71857 |
ISSN | 2023 Impact Factor: 5.7 2023 SCImago Journal Rankings: 1.527 |
ISI Accession Number ID | |
References |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Zhou, F | en_HK |
dc.contributor.author | Young, B | en_HK |
dc.date.accessioned | 2010-09-06T06:35:47Z | - |
dc.date.available | 2010-09-06T06:35:47Z | - |
dc.date.issued | 2008 | en_HK |
dc.identifier.citation | Thin-Walled Structures, 2008, v. 46 n. 6, p. 573-583 | en_HK |
dc.identifier.issn | 0263-8231 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/71857 | - |
dc.description.abstract | An experimental investigation of concrete-filled aluminum tube columns is presented in this paper. The structural performance of the concrete-filled aluminum tube columns was investigated using different concrete cylinder strengths of 40, 70 and 100 MPa. A series of tests was conducted to investigate the effects of the shape of the aluminum tube, plate thickness and concrete strength on the behavior and strength of concrete-filled aluminum tube columns using square and rectangular hollow sections. The tubes were fabricated by extrusion using 6061-T6 heat-treated aluminum alloy. The overall depth-to-thickness ratio of the tube sections ranged from 8.2 to 63.8. The tube column lengths were chosen so that the length-to-depth ratio generally remained at a constant value of 3 to prevent overall column buckling. The concrete-filled aluminum tube specimens were subjected to uniform axial compression. The column strengths, load-axial shortening relationship and failure modes of the columns were presented. The test strengths were compared with the design strengths calculated using the American specifications and Australian/New Zealand standards for aluminum and concrete structures. It is shown that the design strengths do not agree well with the experimental results. © 2008 Elsevier Ltd. All rights reserved. | en_HK |
dc.language | eng | en_HK |
dc.publisher | Pergamon. The Journal's web site is located at http://www.elsevier.com/locate/tws | en_HK |
dc.relation.ispartof | Thin-Walled Structures | en_HK |
dc.subject | Aluminum tube | en_HK |
dc.subject | Composite columns | en_HK |
dc.subject | Concrete | en_HK |
dc.subject | Experimental investigation | en_HK |
dc.subject | Rectangular hollow sections | en_HK |
dc.subject | Square hollow sections | en_HK |
dc.title | Tests of concrete-filled aluminum stub columns | en_HK |
dc.type | Article | en_HK |
dc.identifier.openurl | http://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0263-8231&volume=46&spage=573&epage=583&date=2008&atitle=Tests+of+Concrete-filled+Aluminum+Stub+Columns | en_HK |
dc.identifier.email | Young, B:young@hku.hk | en_HK |
dc.identifier.authority | Young, B=rp00208 | en_HK |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1016/j.tws.2008.01.003 | en_HK |
dc.identifier.scopus | eid_2-s2.0-42749083193 | en_HK |
dc.identifier.hkuros | 142033 | en_HK |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-42749083193&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 46 | en_HK |
dc.identifier.issue | 6 | en_HK |
dc.identifier.spage | 573 | en_HK |
dc.identifier.epage | 583 | en_HK |
dc.identifier.isi | WOS:000256201100001 | - |
dc.publisher.place | United Kingdom | en_HK |
dc.identifier.scopusauthorid | Zhou, F=36704235800 | en_HK |
dc.identifier.scopusauthorid | Young, B=7402192398 | en_HK |
dc.identifier.issnl | 0263-8231 | - |