Abstract
The formulation and solution of the inverse problem of damage identification based on an one-dimensional wave propagation approach are presented in this paper. Time history responses, obtained from pulse-echo synthetic experiments, are used to damage identification. The identification process is built on the minimization of the squared residue between the synthetic experimental echo, obtained by using a sequential algebraic algorithm, and the corresponding analytical one. Five different hybrid optimization methods are investigated. The hybridization is performed combining the deterministic Levenberg-Marquardt method and each one of the following stochastic techniques: The Particle Swarm Optimization; the Luus-Jaakola optimization method; the Simulated Annealing method; the Particle Collision method; and a Genetic Algorithm. A performance comparison of the five hybrid techniques is presented. Different damage scenarios are considered and, in order to account for noise corrupted data, signals with 10 dB of signal to noise ratio are also considered. It is shown that the damage identification procedure built on the Sequential Algebraic Algorithm yielded to very fast and successful solutions. In the performance comparison, it is also shown that the hybrid technique combining the Luus-Jaakola and the Levenberg-Marquardt optimization methods provides the faster damage recovery.
Highlights
Structural health monitoring (SHM) and damage identification (DI) are prime concerns in the realm of civil, mechanical and aerospace engineering
Aiming at solving the damage identification problem defined in Eq (13), the present work considers hybrid optimization techniques, which were obtained through the combination of the deterministic Levenberg-Marquardt (LM) method and each one of the following stochastic methods: The Particle Swarm Optimization (PSO) method, the Luus-Jaakola (LJ) method, the Particle Collision Algorithm (PCA) method, the Genetic Algorithm (GA) method, and the Simulated Annealing (SA) method
The damage identification in bars built on a longitudinal acoustic wave propagation approach was addressed in the present paper
Summary
Structural health monitoring (SHM) and damage identification (DI) are prime concerns in the realm of civil, mechanical and aerospace engineering. Damage identification methods built on the acoustic wave propagation approach, on the other hand, are highly sensitive to changes in local dynamic impedance such as those caused by small defects [3,22]. The modeling of the acoustic wave propagation phenomenon in the frequency domain by the Espectral Element Method for damage identification purposes has been extensively considered. The main goal of this research is to study the inverse problem of damage identification in bars within the framework of acoustic wave propagation approach. It is worth stressing that the mathematical model above provides an original algebraic formula to solve the direct acoustic wave propagation problem. It permits, in the identification procedure, to identify one parameter per step. This means that the echo originated by the right end of the bar – whatever is its boundary condition – is irrelevant for the analysis
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