Statistical prediction of fracture parameters of concrete and implications for choice of testing standard

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The effect of water to cement ratio on fracture parameters and brittleness of self-compacting concrete (2013, methodology): “Bazant and Becq-Giraudon [43] proposed the following relation between fracture energy Gf with major parameters of the mix design in NVC based on an expansive collection of 238 previously available results as:”
On the finite element modelling of RC beams shear-strengthened with FRP (2012, background): “Note that in Eq (6), ' c f and da are in MPa and mm respectively and F G has a unit of N/mm [48].”
Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. II: Calibration and validation (2011, unknown): “[2].”
The influence of coarse aggregate size and volume on the fracture behavior and brittleness of self-compacting concrete (2014, methodology): “5 while Bazant and BecqGiraudon [49], conducting a full scale analytical investigation into results from previous studies on different concrete mixes, determined the value of GF/Gf, with a rough approximation, to be 2.”
Finite-element modeling of intermediate crack debonding in FRP-plated RC beams (2011, background): “It should be noted that in Eq (6), if ' c f and da have units of MPa and mm respectively, F G has a unit of N/mm (Bazant and Becq-Giraudon 2002).”
Fracture behaviour of heat cured fly ash based geopolymer concrete (2013, unknown): “Bazant and Becq-Giraduon [29] proposed Eq.”