Shear-Bending Interaction in Debonding Failures of FRP-Plated RC Beams

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Experimental study of flexural behaviour of RC beams strengthened by longitudinal and U-shaped basalt FRP sheet (2018, background): “The corresponding stress was calculated based 401 M AN US CR IP T AC CE PT ED 21 on bond strength model, e.g., Teng et al.’s (2003) model [23] as adopted by ACI 402 440.2R-08 [30].”
Anchorage Devices Used to Improve the Performance of Reinforced Concrete Beams Retrofitted with FRP Composites: State-of-the-Art Review (2013, result): “U-jacket anchors (Smith and Teng 2003; Al-Amery and Al-Mahaidi 2006; Pham and Al-Mahaidi 2006; Yalim et al. 2008); 2.”
Bond-slip models for FRP sheets/plates bonded to concrete (2005, background): “An important issue in the strengthening of concrete structures using FRP composites is to design against various debonding failure modes, including (a) cover separation [2–4]; (b) plate end interfacial debonding [2,3]; (c) intermediate (flexural or flexural-shear) crack (IC) induced interfacial debo”
Experimental study on FRP-to-concrete bonded joints (2005, background): “An important issue in the strengthening of concrete structures using FRP composites is to design against various debonding failure modes, some of which were first studied for concrete beams bonded with a steel plate, including: (a) cover separation [3–5]; (b) plate end interfacial debonding [3,4,6];”