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- Publisher Website: 10.1061/(ASCE)0733-9445(2002)128:3(300)
- Scopus: eid_2-s2.0-10444280970
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Article: Tests of channels subjected to combined bending and web crippling
Title | Tests of channels subjected to combined bending and web crippling |
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Authors | |
Keywords | Bending Channels Cold-Formed Steel Steel Structures |
Issue Date | 2002 |
Publisher | American 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, 2002, v. 128 n. 3, p. 300-308 How to Cite? |
Abstract | An experimental investigation of cold-formed channels subjected to combined bending and web crippling is described in this paper. A series of tests was performed on unlipped channels rolled from high strength structural steel sheets having nominal plate thickness up to 6 mm, and a maximum web slenderness value of 45. This value is considerably lower than the intended web slenderness values used in the Australian/New Zealand Standard (AS/NZS 1996) and the American Iron and Steel Institute (AISI 1996) specification for cold-formed steel structures. Therefore, the appropriateness of the combined bending and web crippling design rules for members with comparatively stocky webs is investigated in this paper. The specimens were tested at various lengths using the Interior-One-Flange loading condition specified in the AS/NZS (1996) and the AISI (1996) specification, and the test strengths are compared with the design strengths obtained from these specifications. Generally, it is shown that the specifications conservatively predicted the strengths of unlipped channels having stocky webs subjected to combined bending and web crippling. |
Persistent Identifier | http://hdl.handle.net/10722/150262 |
ISSN | 2023 Impact Factor: 3.7 2023 SCImago Journal Rankings: 1.360 |
ISI Accession Number ID | |
References |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Young, B | en_US |
dc.contributor.author | Hancock, GJ | en_US |
dc.date.accessioned | 2012-06-26T06:02:50Z | - |
dc.date.available | 2012-06-26T06:02:50Z | - |
dc.date.issued | 2002 | en_US |
dc.identifier.citation | Journal Of Structural Engineering, 2002, v. 128 n. 3, p. 300-308 | en_US |
dc.identifier.issn | 0733-9445 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/150262 | - |
dc.description.abstract | An experimental investigation of cold-formed channels subjected to combined bending and web crippling is described in this paper. A series of tests was performed on unlipped channels rolled from high strength structural steel sheets having nominal plate thickness up to 6 mm, and a maximum web slenderness value of 45. This value is considerably lower than the intended web slenderness values used in the Australian/New Zealand Standard (AS/NZS 1996) and the American Iron and Steel Institute (AISI 1996) specification for cold-formed steel structures. Therefore, the appropriateness of the combined bending and web crippling design rules for members with comparatively stocky webs is investigated in this paper. The specimens were tested at various lengths using the Interior-One-Flange loading condition specified in the AS/NZS (1996) and the AISI (1996) specification, and the test strengths are compared with the design strengths obtained from these specifications. Generally, it is shown that the specifications conservatively predicted the strengths of unlipped channels having stocky webs subjected to combined bending and web crippling. | en_US |
dc.language | eng | en_US |
dc.publisher | American Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html | en_US |
dc.relation.ispartof | Journal of Structural Engineering | en_US |
dc.subject | Bending | en_US |
dc.subject | Channels | en_US |
dc.subject | Cold-Formed Steel | en_US |
dc.subject | Steel Structures | en_US |
dc.title | Tests of channels subjected to combined bending and web crippling | en_US |
dc.type | Article | en_US |
dc.identifier.email | Young, B:young@hku.hk | en_US |
dc.identifier.authority | Young, B=rp00208 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.doi | 10.1061/(ASCE)0733-9445(2002)128:3(300) | en_US |
dc.identifier.scopus | eid_2-s2.0-10444280970 | en_US |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-10444280970&selection=ref&src=s&origin=recordpage | en_US |
dc.identifier.volume | 128 | en_US |
dc.identifier.issue | 3 | en_US |
dc.identifier.spage | 300 | en_US |
dc.identifier.epage | 308 | en_US |
dc.identifier.isi | WOS:000174046400004 | - |
dc.publisher.place | United States | en_US |
dc.identifier.scopusauthorid | Young, B=7402192398 | en_US |
dc.identifier.scopusauthorid | Hancock, GJ=7102177062 | en_US |
dc.identifier.issnl | 0733-9445 | - |