Flexural capacity of perforated aluminium CHS tubes–An experimental study

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dc.contributor.author Feng, R en
dc.contributor.author Chen, J en
dc.contributor.author Shen, C en
dc.contributor.author Roy, Krishanu en
dc.contributor.author Chen, B en
dc.contributor.author Lim, James en
dc.date.accessioned 2020-04-09T00:20:31Z en
dc.date.issued 2020-06 en
dc.identifier.issn 2352-0124 en
dc.identifier.uri http://hdl.handle.net/2292/50295 en
dc.description.abstract This paper presents the results of twelve experimental tests on theflexural capacity of perforated aluminiumcircular hollow section (CHS) tubes; four of which were carried out without perforations. Two heat-treatedaluminium alloys were used: 6061-T6 and 6063-T5. The tests covered the size and number of perforations. Theflexural capacity, failure modes, and the distribution of strains around circular perforations were determined.The experimental results were then compared against the design strengths calculated from the North AmericanSpecification (NAS) for cold-formed steel (CFS) sections with perforations, derived from modified DirectStrength Method (DSM) and modified Continuous Strength Method (CSM) for aluminium alloy members withperforations, which were found to be conservative by approximately 23%, 27% and 22%, respectively. Whenstrength reduction factors were applied, and the unified design equations proposed by Zhou and Young wereused, the reduction in strength was 6% conservative to the test strengths en
dc.publisher Elsevier en
dc.relation.ispartofseries Structures en
dc.rights Items in ResearchSpace are protected by copyright, with all rights reserved, unless otherwise indicated. Previously published items are made available in accordance with the copyright policy of the publisher. en
dc.rights.uri https://researchspace.auckland.ac.nz/docs/uoa-docs/rights.htm en
dc.title Flexural capacity of perforated aluminium CHS tubes–An experimental study en
dc.type Journal Article en
dc.identifier.doi 10.1016/j.istruc.2020.03.025 en
pubs.begin-page 463 en
pubs.volume 25 en
dc.rights.holder Copyright: The author en
pubs.end-page 480 en
dc.rights.accessrights http://purl.org/eprint/accessRights/RestrictedAccess en
pubs.subtype Article en
pubs.elements-id 797087 en
pubs.org-id Engineering en
pubs.org-id Civil and Environmental Eng en
pubs.record-created-at-source-date 2020-03-29 en
pubs.online-publication-date 2020-03-24 en


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