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Article: Cold-formed stainless steel sections subjected to web crippling

TitleCold-formed stainless steel sections subjected to web crippling
Authors
Zhou, FYoung, B
KeywordsCold-formed steel
Experimentation
Hollow sections
Stainless steel
Issue Date2006
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, 2006, v. 132 n. 1, p. 134-144 How to Cite?
DOI: http://dx.doi.org/10.1061/(ASCE)0733-9445(2006)132:1(134)
AbstractAn experimental investigation of cold-formed stainless steel hollow sections subjected to web crippling is presented in this paper. Tests were conducted on square and rectangular hollow sections of austenitic stainless steel type 304. Tensile and compression coupon tests were performed to obtain the longitudinal tension and transverse compression material properties. The web crippling tests were conducted under two loading conditions for end-two-flange and interior-two-flange specified in the current American Specification and Australian/New Zealand Standard for cold-formed stainless steel structures. The test strengths obtained from this study and the test strengths of stainless steel lipped channel sections under end-one-flange and interior-one-flange loading conditions conducted by other researchers are compared with the design strengths obtained using the current American Specification, Australian/New Zealand Standard and European Code for cold-formed stainless steel structures. In addition, the test strengths are also compared with the design strengths obtained using the unified web crippling equation as specified in the North American Specification for cold-formed carbon steel structural members. A unified web crippling equation for cold-formed stainless steel sections with single web is proposed in this paper. © ASCE.
Persistent Identifierhttp://hdl.handle.net/10722/70686
ISSN
0733-9445
2021 Impact Factor: 3.858
2020 SCImago Journal Rankings: 1.598
ISI Accession Number ID
WOS:000234388100015
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorZhou, Fen_HK
dc.contributor.authorYoung, Ben_HK
dc.date.accessioned2010-09-06T06:25:12Z-
dc.date.available2010-09-06T06:25:12Z-
dc.date.issued2006en_HK
dc.identifier.citationJournal Of Structural Engineering, 2006, v. 132 n. 1, p. 134-144en_HK
dc.identifier.issn0733-9445en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70686-
dc.description.abstractAn experimental investigation of cold-formed stainless steel hollow sections subjected to web crippling is presented in this paper. Tests were conducted on square and rectangular hollow sections of austenitic stainless steel type 304. Tensile and compression coupon tests were performed to obtain the longitudinal tension and transverse compression material properties. The web crippling tests were conducted under two loading conditions for end-two-flange and interior-two-flange specified in the current American Specification and Australian/New Zealand Standard for cold-formed stainless steel structures. The test strengths obtained from this study and the test strengths of stainless steel lipped channel sections under end-one-flange and interior-one-flange loading conditions conducted by other researchers are compared with the design strengths obtained using the current American Specification, Australian/New Zealand Standard and European Code for cold-formed stainless steel structures. In addition, the test strengths are also compared with the design strengths obtained using the unified web crippling equation as specified in the North American Specification for cold-formed carbon steel structural members. A unified web crippling equation for cold-formed stainless steel sections with single web is proposed in this paper. © 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.subjectExperimentationen_HK
dc.subjectHollow sectionsen_HK
dc.subjectStainless steelen_HK
dc.titleCold-formed stainless steel sections subjected to web cripplingen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0733-9445&volume=132&spage=134&epage=144&date=2006&atitle=Cold-formed+Stainless+Steel+Sections+Subjected+to+Web+Cripplingen_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(2006)132:1(134)en_HK
dc.identifier.scopuseid_2-s2.0-33645516249en_HK
dc.identifier.hkuros118219en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-33645516249&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume132en_HK
dc.identifier.issue1en_HK
dc.identifier.spage134en_HK
dc.identifier.epage144en_HK
dc.identifier.isiWOS:000234388100015-
dc.publisher.placeUnited Statesen_HK
dc.identifier.scopusauthoridZhou, F=36704235800en_HK
dc.identifier.scopusauthoridYoung, B=7402192398en_HK
dc.identifier.issnl0733-9445-

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