At first, a hybrid boundary element method used for three-dimensional linea
r elastic fracture analysis is established by introducing the relative disp
lacement fundamental function into the first and the second kind of boundar
y integral equations. Then the numerical approaches are presented in detail
. Finally, several numerical examples are given out to check the proposed m
ethod. The numerical results show that the hybrid boundary element method h
as a very high accuracy for analysis of a three-dimensional stress intensit
y factor.