Due to their different mechanical properties, cracking and deformability behaviour of FRP reinforced concrete (FRP RC) members is quite different from traditional steel reinforced concrete (SRC) having great incidence on their serviceability design. This paper presents and discusses the results of a
Fibre-reinforced polymers in reinforced and prestressed concrete applications: moving forward
โ Scribed by J M Lees
- Publisher
- John Wiley and Sons
- Year
- 2001
- Tongue
- English
- Weight
- 371 KB
- Volume
- 3
- Category
- Article
- ISSN
- 1365-0556
- DOI
- 10.1002/pse.60
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โฆ Synopsis
Abstract
Recent developments in the use of fibreโreinforced polymers (FRPs) in reinforced and prestressed concrete applications are reviewed. The influence of FRP material properties on the design of concrete structures is considered and applications are discussed in conjunction with the structural function of the FRP reinforcement. The review includes examples of the practical implementation of the technology and addresses important durability issues. A number of future considerations/research needs are identified and the requirement for the provision of standard, sustainable and costโeffective FRP solutions is highlighted. It is concluded that although there have been significant advances in our knowledge of the behaviour of FRPโconcrete structures, the timeframe in which FRPs will no longer be considered as new materials remains ambiguous.
๐ SIMILAR VOLUMES
Carbon fibre-reinforced polymer (CFRP) bars are currently used to reinforce concrete in an attempt to overcome the corrosion issue encountered with ordinary steel. In order to exploit more efficiently their tensile capacity, it is interesting to use CFRP bars as prestressing tendons. This applicatio