Crack width evaluation in FRP reinforced concrete members
โ Scribed by G. Creazza; S. Russo
- Publisher
- Springer
- Year
- 2001
- Tongue
- English
- Weight
- 883 KB
- Volume
- 34
- Category
- Article
- ISSN
- 1871-6873
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๐ SIMILAR VOLUMES
The present paper addresses with intermediate crack (IC) debonding failure modes in FRP-strengthened reinforced concrete beams; a non-linear local deformation model, derived from a cracking analysis based on slip and bond stress, is adopted to predict the stresses and strains distribution at failure
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
A concrete beam can be strengthened by bonding a fibre reinforced polymer (FRP) plate to the tension face, and a common failure mode for such beams involves the debonding of the FRP plate that initiates at a major flexural crack, which is widely referred to as intermediate crack (IC) debonding. To u