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Article: Cold-formed lean duplex stainless steel tubular members under concentrated interior bearing loads

TitleCold-formed lean duplex stainless steel tubular members under concentrated interior bearing loads
Authors
KeywordsConcentration (process)
Flanges
Loads (forces)
Microalloyed steel
Specifications
Issue Date2019
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, 2019, v. 145 n. 7, p. article no. 04019056 How to Cite?
AbstractIn this study, a total of 58 tests were performed on cold-formed lean duplex stainless steel (LDSS) tubular members under three different loading conditions of concentrated interior bearing forces. The loading conditions included interior-one-flange (IOF), interior-two-flange (ITF), and interior loading (IL). The loading conditions of IOF and ITF are specified in the US and Australian/New Zealand cold-formed stainless steel design specifications, and the loading condition of IL simulated the floor joist members positioned on a solid foundation subjected to concentrated bearing load. The cold-formed LDSS specimens were failed by web crippling. The test strengths were compared with the nominal strengths predicted by the international specifications for stainless steel structures. In addition, the strengths predicted by the North American specification for cold-formed carbon steel structures and those from the design equations proposed in the literature for cold-formed duplex stainless steel members were also compared with the test strengths. It was found that the nominal strengths predicted by the international specifications for stainless steel structures are conservative and reliable for cold-formed LDSS members under concentrated interior bearing loads. The predictions by the North American specification were generally unconservative and not reliable, whereas the predictions from the literature were generally less conservative and reliable compared with those predicted by the stainless steel design specifications.
Persistent Identifierhttp://hdl.handle.net/10722/272869
ISSN
2021 Impact Factor: 3.858
2020 SCImago Journal Rankings: 1.598
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorCai, Y-
dc.contributor.authorYoung, B-
dc.date.accessioned2019-08-06T09:18:05Z-
dc.date.available2019-08-06T09:18:05Z-
dc.date.issued2019-
dc.identifier.citationJournal of Structural Engineering, 2019, v. 145 n. 7, p. article no. 04019056-
dc.identifier.issn0733-9445-
dc.identifier.urihttp://hdl.handle.net/10722/272869-
dc.description.abstractIn this study, a total of 58 tests were performed on cold-formed lean duplex stainless steel (LDSS) tubular members under three different loading conditions of concentrated interior bearing forces. The loading conditions included interior-one-flange (IOF), interior-two-flange (ITF), and interior loading (IL). The loading conditions of IOF and ITF are specified in the US and Australian/New Zealand cold-formed stainless steel design specifications, and the loading condition of IL simulated the floor joist members positioned on a solid foundation subjected to concentrated bearing load. The cold-formed LDSS specimens were failed by web crippling. The test strengths were compared with the nominal strengths predicted by the international specifications for stainless steel structures. In addition, the strengths predicted by the North American specification for cold-formed carbon steel structures and those from the design equations proposed in the literature for cold-formed duplex stainless steel members were also compared with the test strengths. It was found that the nominal strengths predicted by the international specifications for stainless steel structures are conservative and reliable for cold-formed LDSS members under concentrated interior bearing loads. The predictions by the North American specification were generally unconservative and not reliable, whereas the predictions from the literature were generally less conservative and reliable compared with those predicted by the stainless steel design specifications.-
dc.languageeng-
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html-
dc.relation.ispartofJournal of Structural Engineering-
dc.rightsJournal of Structural Engineering. Copyright © American Society of Civil Engineers.-
dc.rightsThis material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at [URL/link of abstract in the ASCE Library or Civil Engineering Database].-
dc.subjectConcentration (process)-
dc.subjectFlanges-
dc.subjectLoads (forces)-
dc.subjectMicroalloyed steel-
dc.subjectSpecifications-
dc.titleCold-formed lean duplex stainless steel tubular members under concentrated interior bearing loads-
dc.typeArticle-
dc.identifier.emailCai, Y: yccai@hku.hk-
dc.identifier.emailYoung, B: young@hku.hk-
dc.identifier.authorityYoung, B=rp00208-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0002343-
dc.identifier.scopuseid_2-s2.0-85064988922-
dc.identifier.hkuros299848-
dc.identifier.volume145-
dc.identifier.issue7-
dc.identifier.spagearticle no. 04019056-
dc.identifier.epagearticle no. 04019056-
dc.identifier.isiWOS:000468410500007-
dc.publisher.placeUnited States-
dc.identifier.issnl0733-9445-

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