In this paper, we describe a numerical method for determining the location
of a crack in a beam of varying depth when the lowest three natural frequen
cies of the cracked beam are known. The crack is modelled as a rotational s
pring and graphs of spring stiffness versus crack location are plotted for
each natural frequency. The point of intersection of the three curves gives
the location of the crack. Earlier work in this area involved the use of t
he Frobenius technique for solving the governing differential equation anal
ytically and then using a serai-numerical approach to obtain the crack loca
tion. In this work, we use the finite element approach to solve the same pr
oblem. The beam is modelled using beam elements and the inverse problem of
finding the spring stiffness, given the natural frequency, is shown to be r
elated to the problem of a rank-one modification of an eigenvalue problem.
Examples outlining the accuracy and ease of using this method are shown. Th
e results are compared with those from semi-analytical approaches. The bigg
est advantage of this method is the generality in the approach; different b
oundary conditions and variations in the depth of the beam can be easily mo
delled. (C) 2001 Academic Press.