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
β¦ LIBER β¦
Strengthening an in-service reinforcement concrete bridge with prestressed CFRP bar
β Scribed by Hai-long Wang; Wei-liang Jin; David J. Cleland; Ai-hui Zhang
- Book ID
- 111841765
- Publisher
- SP Zhejiang University Press
- Year
- 2009
- Tongue
- English
- Weight
- 522 KB
- Volume
- 10
- Category
- Article
- ISSN
- 1009-3095
No coin nor oath required. For personal study only.
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A conference held in the summer of 2001 brought together designers, researchers, contractors, fabricators, and government officials involved in the use of high performance materials as applied to bridge structures. The focus of the conference was on the latest advances and issues related to high per