In this paper, spectral finite element is formulated for an Euler–Bernoulli beam with
through-width notch type defect. In spectral finite element modeling, exact shape
functions are derived and finite element procedure is followed in the transformed
frequency domain. Here spectral finite element formulation is done using Daubechies
scaling function bases for temporal approximation. In comparison to the conventional
Fourier transform based spectral finite element method, the use of localized bases
functions in the Daubechies scaling function based spectral finite element method
allows accurate wave propagation analysis of finite length structures. The wave
propagation response of the damaged beam is considered as a perturbation of the
undamaged beam response within the restriction of small damage. First, numerical
experiments are performed with narrow banded modulated pulse loading
to obtain the location of damage from wave arrival time. Next, a broad
banded impulse load is considered and effects of parameters like damage
width, depth, and location on the responses are studied in time and frequency
domains.