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Conference Paper: Tests of Cold-formed Ferritic Stainless Steel Beams
Title | Tests of Cold-formed Ferritic Stainless Steel Beams |
---|---|
Authors | |
Issue Date | 2016 |
Publisher | Wei-Wen Yu Center for Cold-Formed Steel. |
Citation | Proceedings of the Wei-Wen Yu International Specialty Conference on Cold- formed Steel Structures: Recent Research and Developments in Cold-formed Steel Design and Construction, Baltimore, Maryland, USA, 9-10 November 2016, p. 267-279 How to Cite? |
Abstract | Ferritic stainless steel is characterized by its low or even no nickel content, which provides a good alternative to a more commonly used austenitic stainless steel (with 8.0-10.0% nickel content) in structural application. The low nickel content attributes to low initial material cost and more stable price for ferritic stainless steel. A series of four-point bending tests was conducted on both square and rectangular hollow sections to investigate the flexural performance of cold-formed ferritic stainless steel hollow sections. The experimental results obtained from this test program and the available data in the literature on cold-formed ferritic stainless steel beams were used to assess the current design rules in the American Specification and direct strength method. It is shown that the current design specifications provide conservative predictions for the cold-formed ferritic stainless steel beams. |
Description | Session 03: Flexural Members |
Persistent Identifier | http://hdl.handle.net/10722/250214 |
DC Field | Value | Language |
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dc.contributor.author | Li, L | - |
dc.contributor.author | Young, B | - |
dc.date.accessioned | 2017-12-20T09:22:25Z | - |
dc.date.available | 2017-12-20T09:22:25Z | - |
dc.date.issued | 2016 | - |
dc.identifier.citation | Proceedings of the Wei-Wen Yu International Specialty Conference on Cold- formed Steel Structures: Recent Research and Developments in Cold-formed Steel Design and Construction, Baltimore, Maryland, USA, 9-10 November 2016, p. 267-279 | - |
dc.identifier.uri | http://hdl.handle.net/10722/250214 | - |
dc.description | Session 03: Flexural Members | - |
dc.description.abstract | Ferritic stainless steel is characterized by its low or even no nickel content, which provides a good alternative to a more commonly used austenitic stainless steel (with 8.0-10.0% nickel content) in structural application. The low nickel content attributes to low initial material cost and more stable price for ferritic stainless steel. A series of four-point bending tests was conducted on both square and rectangular hollow sections to investigate the flexural performance of cold-formed ferritic stainless steel hollow sections. The experimental results obtained from this test program and the available data in the literature on cold-formed ferritic stainless steel beams were used to assess the current design rules in the American Specification and direct strength method. It is shown that the current design specifications provide conservative predictions for the cold-formed ferritic stainless steel beams. | - |
dc.language | eng | - |
dc.publisher | Wei-Wen Yu Center for Cold-Formed Steel. | - |
dc.relation.ispartof | Proceedings of the Wei-Wen Yu International Specialty Conference on Cold- formed Steel Structures: Recent Research and Developments in Cold-formed Steel Design and Construction, 2016 | - |
dc.title | Tests of Cold-formed Ferritic Stainless Steel Beams | - |
dc.type | Conference_Paper | - |
dc.identifier.email | Young, B: young@hku.hk | - |
dc.identifier.authority | Young, B=rp00208 | - |
dc.identifier.hkuros | 283658 | - |
dc.identifier.spage | 267 | - |
dc.identifier.epage | 279 | - |
dc.publisher.place | United States | - |