Effect of Temperature Variation on the Full-Range Behavior of FRP-to-Concrete Bonded Joints
By Wanyang Gao, Jin-Guang Teng, Jian-Guo Dai. 2012
136 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/7db4309d1a547ffcc18d07ec0137c0e1e1391124
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
- Jian-Guo Dai
- Wanyang Gao
- Jin-Guang Teng
- Togay Ozbakkaloglu
- Jian fei Chen
- Yufei Wu
- J. Lim
- Scott T. Smith
In Civil and Structural Engineering
- Jian-Guo Dai
- Wanyang Gao
- Jin-Guang Teng
- Togay Ozbakkaloglu
- Jian fei Chen
- Yufei Wu
- J. Lim
- Scott T. Smith
Citations in the corpus
- Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature (2013, background): “This was due to the effect of initial thermal stresses induced along the FRP-to-concrete interface as explained by Gao et al. (2012).”
- Durability and prediction models of fiber-reinforced polymer composites under various environmental conditions: A critical review (2016, unknown): “Gao et al.(78) presented an analytical solution for the full-range deformation process of FRP-to-concrete bonded joints under combined thermal and mechanical loadings, which was also applicable to FRP-to-steel bonded joints.”