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- Publisher Website: 10.1061/(ASCE)0733-9445(2005)131:11(1738)
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Article: Behavior of cold-formed high strength stainless steel sections
Title | Behavior of cold-formed high strength stainless steel sections |
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Authors | |
Keywords | Cold-formed steel High strength steel Material properties Residual stress Stainless Steel Steel structures |
Issue Date | 2005 |
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, 2005, v. 131 n. 11, p. 1738-1745 How to Cite? |
Abstract | This paper presents the behavior of cold-formed high strength stainless steel sections. The test specimens were cold-rolled from flat strips of duplex and high strength austenitic stainless steel. The material properties of high strength stainless steel square and rectangular hollow sections were determined. Tensile coupons at different locations in cross section were tested. Hence, the distributions of 0.2% proof stress and tensile strength measured in the cross section of cold-formed high strength stainless steel sections were plotted. The material properties of the complete cross section in the cold-worked state were also obtained from stub column tests. Detailed measurements of initial local geometric imperfections of the sections were obtained. The initial local plate imperfection profiles were plotted. Residual stress measurements of the high strength stainless steel sections were also conducted. The membrane and bending residual stress distributions in the cross section of the specimens were obtained. Furthermore, the stub column test strengths were compared with the design strengths. © ASCE. |
Persistent Identifier | http://hdl.handle.net/10722/71380 |
ISSN | 2023 Impact Factor: 3.7 2023 SCImago Journal Rankings: 1.360 |
ISI Accession Number ID | |
References |
DC Field | Value | Language |
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dc.contributor.author | Young, B | en_HK |
dc.contributor.author | Lui, WM | en_HK |
dc.date.accessioned | 2010-09-06T06:31:28Z | - |
dc.date.available | 2010-09-06T06:31:28Z | - |
dc.date.issued | 2005 | en_HK |
dc.identifier.citation | Journal Of Structural Engineering, 2005, v. 131 n. 11, p. 1738-1745 | en_HK |
dc.identifier.issn | 0733-9445 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/71380 | - |
dc.description.abstract | This paper presents the behavior of cold-formed high strength stainless steel sections. The test specimens were cold-rolled from flat strips of duplex and high strength austenitic stainless steel. The material properties of high strength stainless steel square and rectangular hollow sections were determined. Tensile coupons at different locations in cross section were tested. Hence, the distributions of 0.2% proof stress and tensile strength measured in the cross section of cold-formed high strength stainless steel sections were plotted. The material properties of the complete cross section in the cold-worked state were also obtained from stub column tests. Detailed measurements of initial local geometric imperfections of the sections were obtained. The initial local plate imperfection profiles were plotted. Residual stress measurements of the high strength stainless steel sections were also conducted. The membrane and bending residual stress distributions in the cross section of the specimens were obtained. Furthermore, the stub column test strengths were compared with the design strengths. © ASCE. | en_HK |
dc.language | eng | en_HK |
dc.publisher | American Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html | en_HK |
dc.relation.ispartof | Journal of Structural Engineering | en_HK |
dc.rights | Journal of Structural Engineering. Copyright © American Society of Civil Engineers. | en_HK |
dc.subject | Cold-formed steel | en_HK |
dc.subject | High strength steel | en_HK |
dc.subject | Material properties | en_HK |
dc.subject | Residual stress | en_HK |
dc.subject | Stainless Steel | en_HK |
dc.subject | Steel structures | en_HK |
dc.title | Behavior of cold-formed high strength stainless steel sections | en_HK |
dc.type | Article | en_HK |
dc.identifier.openurl | http://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0733-9445&volume=131&spage=1738&epage=1745&date=2005&atitle=Behavior+of+Cold-formed+High+Strength+Stainless+Steel+Sections | en_HK |
dc.identifier.email | Young, B:young@hku.hk | en_HK |
dc.identifier.authority | Young, B=rp00208 | en_HK |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1061/(ASCE)0733-9445(2005)131:11(1738) | en_HK |
dc.identifier.scopus | eid_2-s2.0-27744593231 | en_HK |
dc.identifier.hkuros | 118216 | en_HK |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-27744593231&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 131 | en_HK |
dc.identifier.issue | 11 | en_HK |
dc.identifier.spage | 1738 | en_HK |
dc.identifier.epage | 1745 | en_HK |
dc.identifier.isi | WOS:000232766800012 | - |
dc.publisher.place | United States | en_HK |
dc.identifier.scopusauthorid | Young, B=7402192398 | en_HK |
dc.identifier.scopusauthorid | Lui, WM=9250011500 | en_HK |
dc.identifier.issnl | 0733-9445 | - |