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Conference Paper: Design and Behaviour of Cold-formed Ferritic Stainless Steel SHS and RHS Beams
| Title | Design and Behaviour of Cold-formed Ferritic Stainless Steel SHS and RHS Beams |
|---|---|
| Authors | |
| Issue Date | 2016 |
| Publisher | The University of Hong Kong. |
| Citation | Proceedings of the 8th International Conference on Steel and Aluminium Structures (ICSAS), Hong Kong, China, 7-9 December 2016, Paper No. 31 How to Cite? |
| Abstract | Cold-formed ferritic stainless steel has low or even no nickel content that provides an alternative to other grades of stainless steel in structural application. A finite element model was developed for cold-formed ferritic stainless steel beams. The model is capable to predict the flexural behaviour of the ferritic stainless steel beams. In this study, square and rectangular hollow sections have been investigated. An extensive parametric study was carried out to investigate the key parameters such as slenderness ratio of internal elements, deformation capacities and moment capacities of cold-formed ferritic stainless steel hollow sections. The results were used to assess the current design rules in European code and
continuous strength method (CSM) for design of cold-formed ferritic stainless steel beams. It is shown that the current design methods provide conservative predictions on the nominal strengths of the cold-formed stainless steel flexural members. |
| Description | Parallel Session F2A: Beams III Organised by Department of Civil Engineering, The University of Hong Kong |
| Persistent Identifier | http://hdl.handle.net/10722/250117 |
| ISBN |
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Li, L | - |
| dc.contributor.author | Young, B | - |
| dc.date.accessioned | 2017-12-20T09:21:00Z | - |
| dc.date.available | 2017-12-20T09:21:00Z | - |
| dc.date.issued | 2016 | - |
| dc.identifier.citation | Proceedings of the 8th International Conference on Steel and Aluminium Structures (ICSAS), Hong Kong, China, 7-9 December 2016, Paper No. 31 | - |
| dc.identifier.isbn | 978-962-8014-26-2 | - |
| dc.identifier.uri | http://hdl.handle.net/10722/250117 | - |
| dc.description | Parallel Session F2A: Beams III | - |
| dc.description | Organised by Department of Civil Engineering, The University of Hong Kong | - |
| dc.description.abstract | Cold-formed ferritic stainless steel has low or even no nickel content that provides an alternative to other grades of stainless steel in structural application. A finite element model was developed for cold-formed ferritic stainless steel beams. The model is capable to predict the flexural behaviour of the ferritic stainless steel beams. In this study, square and rectangular hollow sections have been investigated. An extensive parametric study was carried out to investigate the key parameters such as slenderness ratio of internal elements, deformation capacities and moment capacities of cold-formed ferritic stainless steel hollow sections. The results were used to assess the current design rules in European code and continuous strength method (CSM) for design of cold-formed ferritic stainless steel beams. It is shown that the current design methods provide conservative predictions on the nominal strengths of the cold-formed stainless steel flexural members. | - |
| dc.language | eng | - |
| dc.publisher | The University of Hong Kong. | - |
| dc.relation.ispartof | Proceedings of the 8th International Conference on Steel and Aluminium Structures, 2016 | - |
| dc.title | Design and Behaviour of Cold-formed Ferritic Stainless Steel SHS and RHS Beams | - |
| dc.type | Conference_Paper | - |
| dc.identifier.email | Young, B: young@hku.hk | - |
| dc.identifier.authority | Young, B=rp00208 | - |
| dc.identifier.hkuros | 283673 | - |
| dc.identifier.spage | Paper No. 31 | - |
| dc.identifier.epage | Paper No. 31 | - |
| dc.publisher.place | Hong Kong | - |