Plate end debonding in FRP-plated RC beams—I: Experiments
By J. Yao, Jin-Guang Teng. 2007
188 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/285649b4e8d9ef164c6ef48b63a74acec8c9685f
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
- R. Al-Mahaidi
- Wenhui Duan
- Chao Wu
- Xiao Ling Zhao
- R. Kalfat
- Scott T. Smith
- Jin-Guang Teng
- Lin-Hai Han
In Civil and Structural Engineering
- R. Al-Mahaidi
- Wenhui Duan
- Chao Wu
- Xiao Ling Zhao
- R. Kalfat
- Scott T. Smith
- Jin-Guang Teng
- Lin-Hai Han
Citations in the corpus
- Bond characteristics between ultra high modulus CFRP laminates and steel (2012, background): “Recent studies [3–9] showed that the use of Carbon Fibre Reinforced Polymer (CFRP) offers an excellent alternative method for retrofitting deteriorated structures.”
- Anchorage Devices Used to Improve the Performance of Reinforced Concrete Beams Retrofitted with FRP Composites: State-of-the-Art Review (2013, background): “The modes are summarized as (1) concrete crushing, (2) FRP rupture, (3) shear failure, (4) concrete cover separation failure (Yao and Teng 2007), (5) plate end interfacial debonding (Leung and Yang 2006), (6) intermediate flexural or flexural-shear crack-induced interfacial debonding (otherwise know”