Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members

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Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond Behavior (2015, background): “…to experimental 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…”
Blast resistance of FRP composites and polymer strengthened concrete and masonry structures - A state-of-the-art review (2007, background): “Although extensive research has been conducted on the bond behaviour between FRP and concrete under static loading [31–33], little attention has been paid to the bond behaviour under dynamic loads [34] and no predictive bond model suitable for blast loads is yet available.”
Finite-element modeling of intermediate crack debonding in FRP-plated RC beams (2011, background): “Based on the study of Chen et al. (2007), the bond-slip curve is assumed to unload linearly through the origin [Figure 3(b)] when the interface is in the softening range.”
Effect of Temperature Variation on the Full-Range Behavior of FRP-to-Concrete Bonded Joints (2012, unknown): “3 joint (Yuan et al. 2004; Teng et al. 2006; Chen et al. 2007).”