This paper introduces a wave propagation-based damage index which relies on the
evaluation of the strain energy distribution associated with propagating
waves. The presence of localized damages typically distorts the wavefield by
causing reflections and diffractions. The evaluation of such distortions, in
reference to the wavefield corresponding to the undamaged structure, can be
used as an indicator which potentially locates, quantifies and classifies the
damage.
The damage index formulation is first illustrated through a numerical model of a
beam with a small notch, modeled as a localized thickness reduction. The beam’s
wave propagation response is simulated through the combined application of
perturbation techniques and the spectral finite element method. The perturbation
approach and a first order model for the beam capture the coupling between bending
and axial behavior caused by the damage, and allow the prediction of mode
conversion phenomena. The perturbation solution allows direct comparison
between undamaged and damaged strain energy contributions, which are
directly associated with perturbation solutions of different orders. The resulting
damage index locates the damage along the beam length and estimates its
severity.
Experimentally, the damage index is implemented by considering full wavefield
measurements obtained through a scanning laser vibrometer. The undamaged
reference response is derived directly from measurements on the damaged
component, through the application of a filtering procedure operating in the
wavenumber/frequency domain.
Keywords
damage measure, damage index, notched beam, spectral finite
element method, perturbation techniques, first order beam
theory