Intermediate crack-induced debonding in RC beams and slabs

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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];”
Application of polymer composites in civil construction : A general review (2008, background): “[79] Teng JG, Smith ST, Yao J, Chen JF.”
Experimental study of flexural behaviour of RC beams strengthened by longitudinal and U-shaped basalt FRP sheet (2018, methodology): “’s (2003) model [23] as adopted by ACI 402 440.”
Unified Analytical Approaches for Determining Shear Bond Characteristics of FRP-Concrete Interfaces through Pullout Tests (2006, background): “…have shown quantitatively how the interface bond strength or local bond stress-slip property influences peak flexural or shear strength of RC members retrofitted with FRP externally (Khalifa et al. 1998, Kamiharako et al. 2001, Yokota 2002, Chen and Teng 2003, Teng et al. 2003, Wu and Yin 2003).”