DAMAGE DETECTION IN BEAM STRUCTURES BASED ON FREQUENCY MEASUREMENTS

By Fabrizio Vestroni, D. Capecchi. 2000

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Exact closed-form solution for the vibration modes of the Euler-Bernoulli beam with multiple open cracks (2009, background): “For the latter reason, the study of simple structural systems, such as straight beams subject to concentrated damages, has been conducted by several authors [1–20].”
Damage detection using multivariate recurrence quantification analysis (2006, background): “Modal frequencies are an often used feature in SHM (see [5,7,27]) and provide a convenient benchmark for comparison to the proposed technique.”
Multi-cracked Euler-Bernoulli beams: Mathematical modeling and exact solutions (2013, methodology): “Taking account of this peculiarity of the damage model, various methods for the identification of the damage by both static (Caddemi and Morassi, 2007; Caddemi and Morassi, 2011) and dynamic measurements (Morassi, 1993; Narkis, 1994; Vestroni and Capecchi, 1996; Vestroni and Capecchi, 2000; Capecchi”
Structural model updating and prediction variability using Pareto optimal models (2008, background): “Moreover, these optimal structural models can be used for structural health monitoring applications [12-19] and structural control [20].”