Concrete Filled Steel Tube Columns - Test compared with Eurocode4
| dc.contributor.author | Lam, Dennis | * |
| dc.contributor.author | Goode, C.D. | * |
| dc.date.accessioned | 2013-06-04T09:48:33Z | |
| dc.date.available | 2013-06-04T09:48:33Z | |
| dc.date.issued | 2008 | |
| dc.identifier.citation | Goode, D. and Lam, D. (2008). Concrete Filled Steel Tube Columns ¿ Test compared with Eurocode4. In: Composite Construction VI by R.T. Leon, T. Perea, G.A. Rassati, J. Lange (Eds.). The Sixth International Conference on Composite Construction in Steel and Concrete, July 20-24, 2008, Devil's Thumb Ranch, Colorado, USA. | en_US |
| dc.identifier.uri | http://hdl.handle.net/10454/5577 | |
| dc.description | No | en_US |
| dc.description.abstract | This paper summarises the data from 1819 tests on concrete-filled steel tube columns and compares their failure load with the prediction of Eurocode 4. The full data is given on the website http://web.ukonline.co.uk/asccs2 . The comparison with Eurocode 4 is discussed and shows that Eurocode 4 can be used with confidence and generally gives good agreement with test results, the average Test/EC4 ratio for all tests being 1.11. The Eurocode 4 limitations on concrete strength could be safely extended to concrete with a cylinder strength of 75 N/mm2 for circular sections and 60 N/mm2 for rectangular sections. | en_US |
| dc.language.iso | en | en_US |
| dc.relation.isreferencedby | http://eprints.whiterose.ac.uk/8481/2/filled_steel_tube_columns_Lam.pdf | en_US |
| dc.subject | Concrete | en_US |
| dc.subject | Steel Columns | en_US |
| dc.subject | Tubular | en_US |
| dc.subject | Eurocode4 | en_US |
| dc.title | Concrete Filled Steel Tube Columns - Test compared with Eurocode4 | en_US |
| dc.status.refereed | Yes | en_US |
| dc.type | Conference paper | en_US |
| dc.type.version | No full-text available in the repository | en_US |