Full-range behavior of FRP-to-concrete bonded joints

By Hong Yuan, Jin-Guang Teng, R. Seracino, Zhishen Wu, J. Yao. 2004

795 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/75c46099e4e4c23938d14fdbdd8a3a083c0e4d79

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In Building and Construction

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Citations in the corpus

Fracture characterization of concrete/epoxy interface affected by moisture (2010, methodology): “Fracture toughnesses are used as key parameters to study the interfacial crack initiation, and to investigate debonding and crack propagation using the concept of kink criterion (He and Hutchinson, 1989).”
Analysis of FRP–concrete debonding via boundary integral equations (2008, methodology): “Bilinear local mode II bond–slip interface law has been used in [68,70] to study shear stress transfer and fracture propagation from FRP–concrete reinforcement extremities, and in [42,63] to study intermediate debonding.”
Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond Behavior (2015, methodology): “…studies, the bond characteristics of the FRP-to-concrete interface have also been investigated in a number of analytical (e.g. Chen et al., 2007; Yuan et al., 2004); and numerical (e.g. Chen and Pan, 2006; Coronado and Lopez, 2007; Diab and Wu, 2007; Lu et al., 2005b; Lu et al., 2006; Pham and…”
Experimental Bond Behavior of FRP Sheets Glued on Brick Masonry (2011, background): “(14/20) The local bond stress-slip curves seem somehow to be different from the ones derived from externally reinforced concrete specimens (e.g. see Yuan et al. 2004), so further research should be developed on this issue, as bond stress-slip laws suitable for masonry are necessary.”
Improved theoretical solution for interfacial stresses in concrete beams strengthened with FRP plate (2006, neutral): “…contributions on debonding strength models have been made by Oehlers (1992), Baluch et al. (1995) and Raoof et al. (2000) for RC beams bonded with steel plates and Smith and Teng (2002a,b), Saadatmanesh and Malek (1998), Yuan et al. (2004) and Gao et al. (2005) for RC beams bonded with FRP plates.”
Experimental study on FRP-to-concrete bonded joints (2005, methodology): “[33] and may be attributed to local stress concentration near the loaded end [33,34].”
Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature (2013, background): “13 reduces to the familiar relationship between the ultimate pull load and the interfacial fracture energy of an FRP-to-concrete interface at ambient temperature (e.g. Taljsten 1996; Brosens 2001; Wu et al. 2002; Yuan et al. 2004).”
Effect of Temperature Variation on the Full-Range Behavior of FRP-to-Concrete Bonded Joints (2012, background): “3 joint (Yuan et al. 2004; Teng et al. 2006; Chen et al. 2007).”
FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for debonding failure (2006, methodology): “The local bond-slip parameters for a typical specimen were deduced from the experimental load–displacement curve as Yuan et al. (2004): df = 0.16 mm, d1 = 0.034 mm, sf = 7.2 MPa and Gf = 0.58 N/mm.”