Health monitoring of modern complex structures poses new challenges as regards increased
safety and operational reliability, while recent sensor technology opens up many
possibilities for previously undreamt of methods of analysis. The need for different schemes
or algorithms for damage detection, remote monitoring and continuous real time evaluation
is increasingly pressing.
In this work, a sub-domain inverse method based on the analysis of the wave propagation
in structures is used for the identification of the damage response vectors, with an adapted
minimum rank perturbation formulation for the calculation of the perturbation stiffness
matrix of a damaged structure.
Results show that simple experimental procedures can be utilized and several strategies can
be adopted for fast monitoring or detailed analysis. Analyses in sub-regions or complete
structures are possible and testing can be done under random excitations and with
structural non-linear behaviour or unknown structural parameters. The proposed method
of using smart structures with many embedded sensors is potentially useful for structural
health monitoring and damage detection with almost no limitation on the type or
distribution of the sensors.