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Conference Paper: Web crippling tests of aluminum rectangular hollow sections

TitleWeb crippling tests of aluminum rectangular hollow sections
Authors
KeywordsAluminum
Experimental investigation
Metal structures
Rectangular hollow sections
Tubular sections
Web crippling
Issue Date2010
PublisherResearch Publishing Services.
Citation
The 7th International Conference on Tall Buildings, Beijing, China, 28-30 October 2009. In Conference Proceedings, 2010, p. 319-328 How to Cite?
AbstractA series of tests on aluminum rectangular hollow sections subjected to web crippling is presented. A total of 38 web crippling tests were conducted under two loading conditions of End-Two-Flange (ETF) and Interior-Two-Flange (ITF). The concentrated load was applied by means of bearing plates, which act across the full flange width of the specimens. Different bearing lengths were investigated. The test specimens were fabricated by extrusion using 6063-T5 and 6061-T6 heat-treated aluminum alloys. The test specimens consisted of normal strength material (T5) with the 0.2% tensile proof stress (yield stress) ranging from 189 to 196 MPa, and high strength material (T6) with the 0.2% tensile proof stress ranging from 260 to 275 MPa. The measured web slenderness value of the tubular sections ranged from 31.4 to 74.5. The effects of the 0.2% proof stress and bearing length on the web crippling strength (capacity) of aluminum tubular sections were investigated. In the literature, little test data are available on aluminum members subjected to web crippling. The web crippling test results obtained from this study are valuable for the development of design rules. A non-linear finite element model is developed and verified against the test results. The geometric and material non-linearities were considered in the finite element model. It is shown that the finite element model closely predicted the web crippling strengths and failure modes of the tested specimens.
DescriptionEditor: Francis T.K. AU, The University of Hong Kong, Hong Kong
Persistent Identifierhttp://hdl.handle.net/10722/127223
ISBN

 

DC FieldValueLanguage
dc.contributor.authorZhou, Fen_HK
dc.contributor.authorYoung, Ben_HK
dc.date.accessioned2010-10-31T13:13:14Z-
dc.date.available2010-10-31T13:13:14Z-
dc.date.issued2010en_HK
dc.identifier.citationThe 7th International Conference on Tall Buildings, Beijing, China, 28-30 October 2009. In Conference Proceedings, 2010, p. 319-328en_HK
dc.identifier.isbn978-962-8014-19-4-
dc.identifier.urihttp://hdl.handle.net/10722/127223-
dc.descriptionEditor: Francis T.K. AU, The University of Hong Kong, Hong Kong-
dc.description.abstractA series of tests on aluminum rectangular hollow sections subjected to web crippling is presented. A total of 38 web crippling tests were conducted under two loading conditions of End-Two-Flange (ETF) and Interior-Two-Flange (ITF). The concentrated load was applied by means of bearing plates, which act across the full flange width of the specimens. Different bearing lengths were investigated. The test specimens were fabricated by extrusion using 6063-T5 and 6061-T6 heat-treated aluminum alloys. The test specimens consisted of normal strength material (T5) with the 0.2% tensile proof stress (yield stress) ranging from 189 to 196 MPa, and high strength material (T6) with the 0.2% tensile proof stress ranging from 260 to 275 MPa. The measured web slenderness value of the tubular sections ranged from 31.4 to 74.5. The effects of the 0.2% proof stress and bearing length on the web crippling strength (capacity) of aluminum tubular sections were investigated. In the literature, little test data are available on aluminum members subjected to web crippling. The web crippling test results obtained from this study are valuable for the development of design rules. A non-linear finite element model is developed and verified against the test results. The geometric and material non-linearities were considered in the finite element model. It is shown that the finite element model closely predicted the web crippling strengths and failure modes of the tested specimens.-
dc.languageengen_HK
dc.publisherResearch Publishing Services.-
dc.relation.ispartofProceedings of the 7th International Conference on Tall Buildingsen_HK
dc.subjectAluminum-
dc.subjectExperimental investigation-
dc.subjectMetal structures-
dc.subjectRectangular hollow sections-
dc.subjectTubular sections-
dc.subjectWeb crippling-
dc.titleWeb crippling tests of aluminum rectangular hollow sectionsen_HK
dc.typeConference_Paperen_HK
dc.identifier.emailZhou, F: zhoufeng@hku.hken_HK
dc.identifier.emailYoung, B: young@hku.hken_HK
dc.identifier.authorityYoung, B=rp00208en_HK
dc.identifier.doi10.3850/9789628014194_0031-
dc.identifier.hkuros178944en_HK
dc.identifier.spage319en_HK
dc.identifier.epage328en_HK
dc.publisher.placeSingapore-
dc.description.otherThe 7th International Conference on Tall Buildings, Beijing, China, 28-30 October 2009. In Conference Proceedings, 2010, p. 319-328-

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