Rehabilitation of rectangular simply supported RC beams with shear deficiencies using CFRP composites
By A. Khalifa, A. Nanni. 2002
314 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/c32a8bf3a9b33f901d53a80da3293ab55e554ff7
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 fei Chen
- Jin-Guang Teng
- Guangming Chen
- Y. Tao
- Yufei Wu
- Scott T. Smith
- Jian-Guo Dai
- Togay Ozbakkaloglu
In Civil and Structural Engineering
- Jian fei Chen
- Jin-Guang Teng
- Guangming Chen
- Y. Tao
- Yufei Wu
- Scott T. Smith
- Jian-Guo Dai
- Togay Ozbakkaloglu
Citations in the corpus
- Structural behaviour of RC beams with external flexural and flexural-shear strengthening by FRP sheets (2013, unknown): “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].”
- On the finite element modelling of RC beams shear-strengthened with FRP (2012, methodology): “They were specimens SO3-1 (control beam) and SO3-2 (beam strengthened with six U-jackets equally spaced in the test shear span) reported in Khalifa and Nanni [11].”