Nadjai, A, Talamona, D and Ali, F (2005) Fire performance of concrete beams reinforced with FRP bars. In: BOND BEHAVIOUR OF FRP IN STRUCTURES. International Institute for FRP in Construction, Hong Kong, China, pp. 401-410. ISBN 962-367-506-2 [Book section]
Full text not available from this repository.
The fire resistance of concrete members reinforced with fibre reinforced polymer (FRP) rebars is extremely crucial area that needs to be investigated prior to implementing FRP composite materials in buildings. This work analyses the structural behaviour of concrete beams reinforced with hybrid FRP and steel reinforcements at elevated temperatures. The slice approach model was used and validated against experimental data for reinforced concrete beams with FRP available in the literature. Good agreement with experimental results has been obtained at room temperature as well as at elevated temperatures.
|Item Type:||Book section|
|Faculties and Schools:||Faculty of Art, Design and the Built Environment|
Faculty of Art, Design and the Built Environment > School of the Built Environment
|Research Institutes and Groups:||Built Environment Research Institute|
Built Environment Research Institute > Fire Safety and Engineering Research and Technology Centre (FireSERT)
|Deposited By:||Professor Faris Ali|
|Deposited On:||30 Nov 2009 15:25|
|Last Modified:||16 Dec 2009 15:49|
Repository Staff Only: item control page