Meso-scale finite element model for FRP sheets/plates bonded to concrete

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An experimental study of different factors affecting the bond of NSM FRP bars in concrete (2013, unknown): “Debonding is the critical mode of failure of elements strengthened using EB FRP, and several formulations based on available experimental results or theoretical and numerical investigations have been proposed to predict the debonding load [2–6].”
Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature (2013, methodology): “…on detailed meso-scale finite element modeling of debonding failures in conjunction with test data (e.g. distributions of strains in the FRP laminate along the bond length) (Lu et al. 2005a); (c) based on the global load-displacement responses of FRP-to-concrete bonded joints (Dai et al. 2005).”
Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members (2007, unknown): “[15–28]).”
Analysis of FRP–concrete debonding via boundary integral equations (2008, methodology): “In [36] it is shown that mode II bond–slip interface laws can be derived by a meso-scale FE model by adopting mode I tension-softening law for damaged concrete during debonding.”
Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond Behavior (2015, methodology): “The geometry of the FE model is the same as that adopted by Lu et al. (2005b; 2006).”