FRP-strengthened RC beams. I: review of debonding strength models

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Review of Concrete Structures Strengthened with FRP Against (2016, background): “Experimental and numerical studies about bonding between FRP and concrete under static tests have shown that high value of shear stress at the interface elements is at or near the end of the FRP [70,71].”
A review on FRP composites applications and durability concerns in the construction sector (2013, methodology): “The effectiveness of flexural strengthening of RC beams with FRP is evident from the large database of experiments, reported by Smith and Teng.(50,51)”
Shear-Bending Interaction in Debonding Failures of FRP-Plated RC Beams (2003, methodology): “In this section, the results of the experimental investigation (Table 5) are compared with a plate end debonding strength model recently proposed by Smith and Teng (2002b).”
Unified Analytical Approaches for Determining Shear Bond Characteristics of FRP-Concrete Interfaces through Pullout Tests (2006, background): “Interface debonding failure modes in various strengthening cases have been carefully classified and documented (Buyukozturk and Hearing 1998, Triantafillou 1999, fib 2001, Sebastian 2001, Smith and Teng 2002, Buyukozturk, et al. 2004).”