Efficacy of CFRP-based techniques for the flexural and shear strengthening of concrete beams

By J. Barros, S. Dias, J. Lima. 2007

334 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/54dbebc70739ad79e59da9d9c8228699912393f0

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

1. Rayed Alyousef
2. Hisham Alabduljabbar
3. Zhongwei Guan
4. Y. H. M. Amran
5. Qingyuan Wang
6. Jiangfeng Dong

In Civil and Structural Engineering

1. Rayed Alyousef
2. Hisham Alabduljabbar
3. Zhongwei Guan
4. Y. H. M. Amran
5. Qingyuan Wang
6. C. Hung
7. Jiangfeng Dong

Citations in the corpus

• An experimental study of different factors affecting the bond of NSM FRP bars in concrete (2013, neutral): “Other research has focused on the effect of NSM reinforcement on the flexural behavior of strengthened RC beams [15–28].”
• Properties and applications of FRP in strengthening RC structures: A review (2018, background): “The RC beams strengthened with CFRP sheet is identified to be liable to the premature, fragile, and enormously adverse failure [277,278], since the process avoids the entire application of the strength characteristics to the tensile of polymer.”
• Structural behaviour of RC beams with external flexural and flexural-shear strengthening by FRP sheets (2013, positive): “Further experimental tests were undertaken to investigate the effect of cross section depth and concrete strength on the shear performance of FRP strengthened RC beams [15,30–36].”