Existing experimental studies showed that the reinforced concrete (RC) beams strengthened with prestressed carbon fiber-reinforced polymer (CFRP) plates had three possible flexural failure modes (including the compression failure, tension failure and debonding failure) according to the CFRP reinforc
A method for predicting the deflection of reinforced concrete beams strengthened with carbon plates
โ Scribed by F. Bulavs; I. Radinsh; N. Tirans
- Publisher
- Springer US
- Year
- 2006
- Tongue
- English
- Weight
- 153 KB
- Volume
- 42
- Category
- Article
- ISSN
- 1573-8922
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