Engineering materials are rarely free of flaws. Mode I cracking from pre-ex
isting flaws is the major cause of the brittle fracture in compression of m
aterials such as concrete and rock. A 3-D ellipsoidal flaw model is used to
show the significant influence of flaw geometry on crack initiation in uni
form uniaxial, biaxial and triaxial compression. The model shows that the g
overning criterion for crack initiation may change from energy to stress wi
th increasing crack size, and that for voids of similar size a spherical vo
id is the most critical shape for crack initiation. The model thus provides
a basis for a better understanding of both the phenomenon and the mechanis
m of brittle fracture in compression. (C) 1999 Elsevier Science Ltd. All ri
ghts reserved.