Experimental study on FRP-to-concrete bonded joints

By J. Yao, Jin-Guang Teng, Jian fei Chen. 2005

536 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/8931f1b02a6c8536597f8a415941cd8255c36137

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. Jin-Guang Teng
2. Jian-Guo Dai
3. Wanyang Gao
4. Yufei Wu
5. Cheng Jiang
6. Hong Yuan
7. Jing Chen
8. T. Triantafillou

In Civil and Structural Engineering

1. Jin-Guang Teng
2. Jian-Guo Dai
3. Wanyang Gao
4. Yufei Wu
5. Cheng Jiang
6. Hong Yuan
7. Jing Chen
8. E. Sacco

Citations in the corpus

• FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for debonding failure (2006, methodology): “In RC beams flexurally strengthened with a tension face FRP plate, IC debonding may arise at a major flexural crack or flexural-shear crack (Leung, 2001; Sebastian, 2001; Teng et al., 2003b; Yao et al., 2005a).”
• Round Robin Test for composite-to-brick shear bond characterization (2012, background): “The double-lap push-pull shear test, also known as the double-shear push or near-end supported double-shear test (Yao et al. 2004), is the most frequently adopted, mainly because it allows a universal testing machine to be used.”
• Effect of Temperature Variation on the Full-Range Behavior of FRP-to-Concrete Bonded Joints (2012, background): “the bond strength or the debonding load) of FRP-to-concrete bonded joints and the local bond-slip behavior of the FRP-to-concrete interface (e.g. Chajes et al. 1996; Brosens 2001; De Lorenzis et al. 2001; Nakaba et al. 2001; Dai et al. 2005; Yao et al. 2005).”
• The Variational Approach to Fracture Mechanics. A Practical Application to the French Panthéon in Paris (2009, background): “6 This is the well-known phenomenon of peeling, particularly evident in concrete bodies externally reinforced by glued FRP strips [ 29 ].”
• Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints (2013, methodology): “Extant research has identified that the adhesive bond in externally bonded FRP (EB-FRP) joints is largely governed by three main factors (Chen and Teng 2001; Lu et al. 2005; Teng et al. 2002; Wu et al. 2009, 2002; Yao et al. 2005): concrete strength, bond length, and rigidity of the FRP sheet, along”