Effect of FRP bar degradation on interface bond with high strength concrete
By Julio F. Davalos, Yi Chen, Indrajit Ray. 2008
195 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/b0a675c0ba24eb82a74dc21c0e7df3377effc07b
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
- B. Benmokrane
- M. Robert
- Rayed Alyousef
- Hisham Alabduljabbar
- Y. H. M. Amran
- A. Manalo
- H. Mohamed
- Adel Elsafty
In Civil and Structural Engineering
- B. Benmokrane
- M. Robert
- Rayed Alyousef
- Hisham Alabduljabbar
- Y. H. M. Amran
- C. Hung
- A. Manalo
- H. Mohamed
Citations in the corpus
- Effect of aging on bond of GFRP bars embedded in concrete (2010, background): “The bond’s long-term durability also plays a critical role in the long-term performance of concrete structures using internal FRP reinforcement [11].”
- Properties and applications of FRP in strengthening RC structures: A review (2018, methodology): “[233] contacted up to 30 FT at 60 °C and strengthened with CFRP and GFRP bars.”