The common idea of examining damage in mechanical structures through vibrat
ional methods is analysed from a practical point of view. The method presen
ted is based on a straightforward time domain approach and utilizes respons
e signals in their purest form. Error magnification related to computationa
l manipulations, e.g. FFT, or similar procedures, is avoided. The fact that
the proposed method is straightforward and involves a minimum of signal pr
ocessing, renders the approach attractive for use in practice, as an intell
igent fault detection system.
The method was applied to a clamped section of a helicopter rotor blade. Da
mage was induced by a mass increase (locally added weight) and a mass reduc
tion (holes drilled into the structure), respectively. The experiments show
that minimal effects on fundamental eigenfrequencies are reliably detectab
le without any a priori knowledge of the structure. A series of measurement
s with damage locations changed successively demonstrates nicely the effect
s on natural frequencies. In obtaining this result it became apparent that
every case study exhibited its own individual vibrational signature which i
s very desirable in a health-monitoring environment.