Concrete Beams Strengthened with Prestressed Near Surface Mounted CFRP
✍ Scribed by Nordin, Håkan; Täljsten, Björn
- Book ID
- 118230472
- Publisher
- American Society of Civil Engineers
- Year
- 2006
- Tongue
- English
- Weight
- 214 KB
- Volume
- 10
- Category
- Article
- ISSN
- 1090-0268
No coin nor oath required. For personal study only.
📜 SIMILAR VOLUMES
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
The transfer length of a prestressed near surface mounted (NSM) fiber reinforced polymer (FRP) rod is the distance over which the rod must be bonded to the epoxy to develop the prestressing force in the rod. The transfer length is intended to provide bond integrity for the strengthened concrete memb
Flexural behavior of reinforced concrete rectangular beams with epoxy bonded carbon fiber reinforced plastic (CFRP) laminate is experimentally investigated, Comprehensive test data are presented on the effect of CFRP laminates, bonded to the soffit of a beam, on the first crack load, cracking behavi