Concrete-Filled Steel Tube Columns-Tests Compared with Eurocode 4
dc.contributor.author | Goode, C.D. | * |
dc.contributor.author | Lam, Dennis | * |
dc.date.accessioned | 2014-04-25T12:38:09Z | |
dc.date.available | 2014-04-25T12:38:09Z | |
dc.date.issued | 2011 | |
dc.identifier.citation | Goode, D. and Lam, D. (2011). Concrete Filled Steel Tube Columns ¿ Test compared with Eurocode4. Composite Construction in Steel and Concrete VI, Proceedings. American Society of Civil Engineers. pp. 317 ¿ 325. | en_US |
dc.identifier.uri | http://hdl.handle.net/10454/5921 | |
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.subject | Columns | en_US |
dc.subject | Tubes | en_US |
dc.subject | Failure loads | en_US |
dc.subject | Predictions | en_US |
dc.subject | Concrete-filled | en_US |
dc.subject | Steel tube columns | en_US |
dc.subject | Eurocode 4 | en_US |
dc.title | Concrete-Filled Steel Tube Columns-Tests Compared with Eurocode 4 | en_US |
dc.status.refereed | na | en_US |
dc.type | Conference paper | en_US |
dc.type.version | published version paper | en_US |
dc.identifier.doi | https://doi.org/10.1061/41142(396)26 |