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• W1575402797 abstract "It is now reasonably well established that reinforced concrete (RC) structural elements can be strengthened/retrofitted/repaired by bonding high-strength fibre reinforced polymer (FRP) composites. Such reasons include steel reinforcement corrosion, construction flaws, change in loading or structure usage, or damage from impact or seismic events. Traditional methods of repair can be cumbersome such as section enlargement, post-tensioning, concrete overlays and steel plate bonding. A simple effective alternative is the use of externally bonded FRP. In addition to their high-strength FRPs offer ease of installation, high corrosion resistance and versatility in coping with different section shapes. Considerable research has been reported in the last decade or so on the mechanical behaviour and failure of FRP-strengthened RC elements. The level of understanding of structural behaviour has reached a stage where several design guidelines have been developed around the world such as the Concrete Society (2000) report, fib (2001), ISIS (2001), ACI 440.2 (2002), and Teng et al. (2002). (2002). Limited research on durability issues has resulted in limited design guidance with the most comprehensive treatment given by ACI 440.2 (2002). The viability of this new rehabilitation technique has been adequately demonstrated at a structural level but its overall functionality and durability still need to be comprehensively demonstrated. Case histories on durability of the composite are not sufficiently documented or not easily accessible to the engineering community (Karbhari et al. 2003) and such limitation in knowledge is restricting the wide scale use of FRP composites in rehabilitation works. The long term performance of FRP materials has been investigated predominantly in North America, Europe and Japan, though little to no work has been reported in Australia. Ways of assessing durability issues of the materials are urgently needed, and considerable work needs to be carried out to develop the acceptance criteria. This paper outlines recommendations for the durability design of FRP-strengthening measures in Australia. Before doing so a largely qualitative summary of critical areas of durability is given, in addition to the identification of much needed areas of further research." @default.
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• W1575402797 date "2005-01-01" @default.
• W1575402797 modified "2023-09-26" @default.
• W1575402797 title "Durability Considerations for FRP-strengthened RC Structures in the Australian Environment" @default.
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