FRP: Strengthened RC Structures

By Jin-Guang Teng, Jian fei Chen, Scott T. Smith, L. Lam. 2001

1,163 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/63d69ce432b5ca27ac638f4ede2155772ea625a6

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

1. Jian-Guo Dai
2. Jin-Guang Teng
3. Wanyang Gao
4. Francesco Freddi
5. Denvid Lau
6. J. Yao
7. Hong Yuan
8. Y. Tao

Citations in the corpus

• FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for debonding failure (2006, methodology): “…RC beams bonded with a tension face plate, debonding is also likely at the plate ends where debonding is due to a combination of high shear stresses and high normal stresses (Smith and Teng, 2001, 2002a,b, 2003; Shen et al., 2001; Yang et al., 2003; Pesic and Pilakoutas, 2003; Teng et al., 2002b).”
• Fracture characterization of concrete/epoxy interface affected by moisture (2010, background): “), obuyuk@mit.edu found in many existing data on the failure of FRP-bonded concrete beams (Teng et al., 2002).”