Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/106666
Type: Conference paper
Title: Durability of FRP strengthened reinforced concrete flexural members for bridge structures
Author: Gravina, R.
Aydin, H.
Hadigheh, S.
Visintin, P.
Citation: Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks, 2016 / Bittencourt, T., Frangopol, D., Beck, A. (ed./s), pp.509-514
Publisher: CRC Press
Issue Date: 2016
Series/Report no.: Bridge Maintenance, Safety and Management
ISBN: 9781138028517
Conference Name: 8th International Conference on Bridge Maintenance, Safety and Management (IABMAS) (26 Jun 2016 - 30 Jun 2016 : Foz do Iguacu, Brazil)
Editor: Bittencourt, T.
Frangopol, D.
Beck, A.
Statement of
Responsibility: 
R.J. Gravina, H. Aydin, S.A. Hadigheh & P. Visintin
Abstract: The use of externally bonded Fibre Reinforced Polymer (FRP) composites has become a popular means to strengthen and repair bridge and building infrastructure in recent years. The use of FRP composites as an alternative to steel plates presents a more sustainable option for structures such as concrete, steel or timber bridges subjected to aggressive environments. However, the long-term service life and durability of FRP strengthened structures is of importance and in Australia alone it is estimated that 70% of concrete bridge infrastructure are in need of repair or strengthening due to material degradation over time and increased traffic loading. This paper presents work done to date by the authors on the long-term durability of the critical bond between the FRP and concrete considering environmental conditions and material durability.
Rights: Copyright status unknown
Appears in Collections:Aurora harvest 8
Civil and Environmental Engineering publications

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