FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS EXTERNALLY STRENGTHENED WITH CFRP SHEETS BONDED WITH AN INORGANIC MATRIX
By H. Toutanji, Liangying Zhao, Y. Zhang. 2006
258 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/68a29dba8b64d3bc74a610f84a991ae0355144b5
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
- A. Al-Tamimi
- Yuzhou Zheng
- Wenwei Wang
- Hayder A. Rasheed
- Jamal A. Abdalla
- John C. Brigham
- Rami Hawileh
- S. Fawzia
In Civil and Structural Engineering
- A. Al-Tamimi
- Yuzhou Zheng
- Wenwei Wang
- Hayder A. Rasheed
- Jamal A. Abdalla
- John C. Brigham
- Rami Hawileh
- S. Fawzia
Citations in the corpus
- Behavior of reinforced concrete beams strengthened with externally bonded hybrid fiber reinforced polymer systems (2014, background): “[15] tested seven”
- Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC (2016, background): “Therefore, some scholars have attempted to utilize inorganic cementitious materials to replace the epoxy resin to develop new fibre composite systems, such as dry fibre sheets bonded with cementitious materials [10-15], fibre-reinforced inorganic polymer (FRIP) composites [16,17] and textile reinfor”