Abstract
An iterative method to determine the location and size of flaws using dynamic response measurements is presented. The solution procedure combines frequency-domain problem solving methods (deconvolution and the spectral element method) with a stochastic iterative search technique based on a genetic algorithm. Experimentally measured acceleration and strain responses from example structures are used to verify the method.
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Kannal, L., Doyle, J. Combining spectral super-elements, genetic algorithms, and massive parallelism for computationally efficient flaw detection in complex structures. Computational Mechanics 20, 67–74 (1997). https://doi.org/10.1007/s004660050218
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DOI: https://doi.org/10.1007/s004660050218