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In this part of the paper the stochastic multiple-excitation multiple-response experimental modal analysis problem is considered.
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A methodology to detect crack location and size is presented which takes advantage of wavelet finite element methods (WFEM) in the modal analysis for singularity problems like a cracked beam.
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The classical substructuring approach to the problem of modal analysis of structures suffers from a number of drawbacks which can sometimes lead the analyst to prefer other, often more cumbersome, techniques.
Several questions may then be raised, like (i) in which theoretical background should one base the investigation?, or (ii) can one apply common modal analysis tools to solve the problem?
Generalized eigenvalue problems from the modal analysis are often converted to the standard eigenvalue problems.
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