This paper presents a numerical study of inverse parameter identification p
roblems in fracture mechanics. Inverse methodology is applied to the detect
ion of subsurface cracks and to the study of propagating cracks. The proced
ure for detecting subsurface cracks combines the finite element method with
a sequential quadratic programming algorithm to solve for the unknown geom
etric parameters associated with the internal flaw. The procedure utilizes
finite element substructuring capabilities in order to minimize the process
ing and solution time for practical problems. The finite element method and
non-linear optimization are also used in determining the direction a crack
will propagate in a heterogeneous planar domain. This procedure involves d
etermining the direction that produces the maximum strain energy release fo
r a given increment of crack growth. The procedure is applied to several nu
merical examples. The results of these numerical studies coincide with theo
retical predictions and experimentally observed crack behavior.