TY - JOUR
T1 - Explanation of Size Effect in Concrete Fracture Using Non-Uniform Energy Distribution
AU - Duan, K.
AU - Hu, Xiao
AU - Wittmann, F.H.
PY - 2002
Y1 - 2002
N2 - A local fracture energy model explain the influence of fracture process zone (FPZ) oil fracture energy of cementitious materials is further developed in this study. By assuming a bilinear distribution for the fracture energy distribution, the ligament-dependent fracture energy G(f) is obtained. The analytical expression of G(f) contains two important parameters: the intrinsic size-independent fracture energy G(F) and a reference ligament size a(l)(*) which determines the intersection of the two linear energy functions. It is shown that the ligament-dependent G(f) approaches the size-independent G(F) asymptotically. As a result, G(F) can be determined from the ligament-dependent G(F) results. It is also found that while the reference ligament size a(l)* is influenced by the specimen geometry, size and loading conditions, the derived fracture energy G(F) is virtually constant. The present local fracture energy distribution model is also discussed and compared with the original local fracture energy model.
AB - A local fracture energy model explain the influence of fracture process zone (FPZ) oil fracture energy of cementitious materials is further developed in this study. By assuming a bilinear distribution for the fracture energy distribution, the ligament-dependent fracture energy G(f) is obtained. The analytical expression of G(f) contains two important parameters: the intrinsic size-independent fracture energy G(F) and a reference ligament size a(l)(*) which determines the intersection of the two linear energy functions. It is shown that the ligament-dependent G(f) approaches the size-independent G(F) asymptotically. As a result, G(F) can be determined from the ligament-dependent G(F) results. It is also found that while the reference ligament size a(l)* is influenced by the specimen geometry, size and loading conditions, the derived fracture energy G(F) is virtually constant. The present local fracture energy distribution model is also discussed and compared with the original local fracture energy model.
UR - https://www.scopus.com/pages/publications/0036644881
U2 - 10.1007/BF02483151
DO - 10.1007/BF02483151
M3 - Article
SN - 1359-5997
VL - 35
SP - 326
EP - 331
JO - Materials and Structures
JF - Materials and Structures
IS - 250
ER -