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Abstract

Methods and systems for determining crack propagation length using a technique based on acoustic signature are disclosed. An acoustic signature is measured and recorded at a first location via acoustic wave generated by structural vibrations caused by a harmonic loading with predefined magnitude acted at a second location on the structure. Structure contains an unknown length of crack propagation inside. Unknown length is determined by comparing the measured and recorded acoustic signature with numerically-computed acoustic signatures stored in a database, which contains at least one relationship of the numerically-computed acoustic signatures versus respective crack propagation lengths at various stages of numerically-simulated crack propagation trajectory. Numerically-computed acoustic signatures are obtained by conducting a numerical time-marching simulation for obtaining a numerically-simulated crack propagation trajectory, and by conducting a SSD analysis and a vibro-acoustic analysis of the structure for obtaining the numerically-computed acoustic signatures at various stages of the numerically-simulated crack propagation trajectory.

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