Ultimate Response of RC Beams Strengthened with CFRP Plates

By P. Fanning, O. Kelly. 2001

157 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/3c1f242be6179ad04b8ad402dda6f477fc0698cb

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. A. Al-Tamimi
2. Dushyant Arora
3. Hayder A. Rasheed
4. Jamal A. Abdalla
5. L. Bank
6. Rami Hawileh
7. S. Fawzia

In Civil and Structural Engineering

1. A. Al-Tamimi
2. Dushyant Arora
3. Hayder A. Rasheed
4. Jamal A. Abdalla
5. L. Bank
6. Rami Hawileh
7. S. Fawzia

Citations in the corpus

• Analysis of RC beams strengthened with mechanically fastened FRP (MF-FRP) strips (2007, background): “Research suggests that a high strain gradient is found in the adhesive layer where strips are terminated without enough ‘‘anchorage’’ or length in the shear span [10].”
• Behavior of reinforced concrete beams strengthened with externally bonded hybrid fiber reinforced polymer systems (2014, methodology): “In this external strengthening technique, the FRP materials are attached to the tension side of RC beams or girders to carry the tensile stresses by means of the epoxy adhesive [6-8].”