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Article: Experimental investigation of cold-formed steel lipped angle concentrically loaded compression members

TitleExperimental investigation of cold-formed steel lipped angle concentrically loaded compression members
Authors
KeywordsCold-formed steel
Columns
Experimentation
Steel structures
Structural design
Structural stability
Issue Date2005
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html
Citation
Journal Of Structural Engineering, 2005, v. 131 n. 9, p. 1390-1396 How to Cite?
AbstractAn experimental investigation of cold-formed steel lipped angle concentrically loaded compression members is presented in this paper. The angle specimens were tested between fixed-ended conditions at various column lengths. Local buckling, flexural buckling, flexural-torsional buckling, and interaction of these buckling modes were observed in the column tests. Detailed measurements of geometric imperfections and material properties of the specimens were conducted. The purpose of this paper is to provide test data for concentrically loaded compression members of cold-formed steel lipped angles. In addition, the test strengths were compared with the design strengths predicted using the North American Specification and Australian/New Zealand Standard for cold-formed steel structures. It is concluded that the design strengths predicted by the specification and standard are conservative without considering the required additional bending moment using an eccentricity of 1/1,000 of the column length. © ASCE.
Persistent Identifierhttp://hdl.handle.net/10722/71867
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorYoung, Ben_HK
dc.date.accessioned2010-09-06T06:35:53Z-
dc.date.available2010-09-06T06:35:53Z-
dc.date.issued2005en_HK
dc.identifier.citationJournal Of Structural Engineering, 2005, v. 131 n. 9, p. 1390-1396en_HK
dc.identifier.issn0733-9445en_HK
dc.identifier.urihttp://hdl.handle.net/10722/71867-
dc.description.abstractAn experimental investigation of cold-formed steel lipped angle concentrically loaded compression members is presented in this paper. The angle specimens were tested between fixed-ended conditions at various column lengths. Local buckling, flexural buckling, flexural-torsional buckling, and interaction of these buckling modes were observed in the column tests. Detailed measurements of geometric imperfections and material properties of the specimens were conducted. The purpose of this paper is to provide test data for concentrically loaded compression members of cold-formed steel lipped angles. In addition, the test strengths were compared with the design strengths predicted using the North American Specification and Australian/New Zealand Standard for cold-formed steel structures. It is concluded that the design strengths predicted by the specification and standard are conservative without considering the required additional bending moment using an eccentricity of 1/1,000 of the column length. © ASCE.en_HK
dc.languageengen_HK
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.htmlen_HK
dc.relation.ispartofJournal of Structural Engineeringen_HK
dc.rightsJournal of Structural Engineering. Copyright © American Society of Civil Engineers.en_HK
dc.subjectCold-formed steelen_HK
dc.subjectColumnsen_HK
dc.subjectExperimentationen_HK
dc.subjectSteel structuresen_HK
dc.subjectStructural designen_HK
dc.subjectStructural stabilityen_HK
dc.titleExperimental investigation of cold-formed steel lipped angle concentrically loaded compression membersen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0733-9445&volume=131&spage=1390&epage=1396&date=2005&atitle=Experimental+Investigation+of+Cold-formed+Steel+Lipped+Angle+Concentrically+Loaded+Compression+Membersen_HK
dc.identifier.emailYoung, B:young@hku.hken_HK
dc.identifier.authorityYoung, B=rp00208en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/(ASCE)0733-9445(2005)131:9(1390)en_HK
dc.identifier.scopuseid_2-s2.0-26844470297en_HK
dc.identifier.hkuros118214en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-26844470297&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume131en_HK
dc.identifier.issue9en_HK
dc.identifier.spage1390en_HK
dc.identifier.epage1396en_HK
dc.identifier.isiWOS:000231430200008-
dc.publisher.placeUnited Statesen_HK
dc.identifier.scopusauthoridYoung, B=7402192398en_HK

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