Unified Analytical Approaches for Determining Shear Bond Characteristics of FRP-Concrete Interfaces through Pullout Tests

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Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC (2016, methodology): “4c, the mean interfacial shear stress 1, i i τ + between adjacent strain gauges was obtained as [10, 43]:”
Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature (2013, methodology): “8 can be found without difficulty following the procedure described in Dai et al. (2006): ln 1 (9) where is a constant given by the following equation: ln (10) where is the pull load acting on the FRP laminate at the loaded end; is the bond length; and Δ is the temperature variation (a positive…”