Kaci, Salah and Sadaoui, Arezki and Khennane, Amar (2003) Nonlinear analysis of reinforced concrete beams in a fire environment. In: Response of Structures to Extreme Loading, 3-6 Aug 2003, Toronto, Canada.
Abstract
A co-rotational total Lagrangian formulation for the non-linear analysis of reinforced concrete beams under severe thermo mechanical loads is presented. The advantage of the proposed procedure is its ability to consider realistic constitutive relations for concrete and steel including wide range phenomena such as transitional thermal creep, plasticity, cracking, and degradation of material properties within the framework of large displacements and small strains theory. Results have indicated that the model predictions compare well with experimental data obtained on beams tested in severe fire environments.
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| Item Type: | Conference or Workshop Item (Commonwealth Reporting Category E) (Paper) |
|---|---|
| Refereed: | Yes |
| Item Status: | Live Archive |
| Faculty/School / Institute/Centre: | Historic - Faculty of Engineering and Surveying - Department of Agricultural, Civil and Environmental Engineering (Up to 30 June 2013) |
| Faculty/School / Institute/Centre: | Historic - Faculty of Engineering and Surveying - Department of Agricultural, Civil and Environmental Engineering (Up to 30 June 2013) |
| Date Deposited: | 30 Nov 2007 11:55 |
| Last Modified: | 06 Mar 2018 02:40 |
| Uncontrolled Keywords: | concrete; exposure to fire; modelling; thermo mechanical load |
| Fields of Research : | 09 Engineering > 0912 Materials Engineering > 091299 Materials Engineering not elsewhere classified 12 Built Environment and Design > 1204 Engineering Design > 120405 Models of Engineering Design 09 Engineering > 0905 Civil Engineering > 090506 Structural Engineering |
| Socio-Economic Objective: | E Expanding Knowledge > 97 Expanding Knowledge > 970109 Expanding Knowledge in Engineering |
| URI: | http://eprints.usq.edu.au/id/eprint/11364 |
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