This paper presents results for the fracture energy of concrete (G(F))
obtained from a wide range of high-strength concretes. Strength level
s up to 100 MPa, aggregate type and aggregate surface texture were inc
luded as variables. The determination of G(F) was performed according
to the recommendation of the RILEM 50-FMC Committee. Compressive and t
ensile strengths and the modulus of elasticity are also presented. Mea
sured values of G(F) are compared with those proposed in the last CEB
Model Code.