A finite element method is proposed for the time-domain analysis of th
e dynamic response of cracks. The stress equilibrium and displacement
continuity conditions at the point of dynamic contact are ensured in t
his method. By using this method, the contact normal stress and its di
stribution as well as the state of motion on the surfaces of the crack
can be determined. The model satisfactorily simulates the process of
contact, slip and separation of the two crack surfaces and can be used
to study the problems of elastic wave scattering due to cracks and cr
ack extension due to impact or cyclic loading. Numerical examples are
used to demonstrate the effectiveness and accuracy of the established
model and the results are compared with those obtained by ignoring the
contact problem. It is found that the effects of dynamic contact on t
he motion of the crack surfaces and on that of the near-field are sign
ificant.