Combination of a Time Reversal Process and a Consecutiv Outlier Analysis for Baseline-free Damage Diagnosis

Author:

Sohn Hoon1,Hyun Woo Park 2,Law Kincho H.3,Farrar Charles R.4

Affiliation:

1. Department of Civil and Environmental Engineering, Carnegie Mellon University Pittsburgh, PA 15213, USA

2. Korea Bridge Design and Engineering Research Center, Seoul National University Seoul, Korea 151-742

3. Department of Civil and Environmental Engineering, Stanford University Stanford, CA 94305, USA

4. ESA-WR MS T006 Los Alamos National Laboratory, Los Alamos NM 87545, USA

Abstract

A structural health monitoring system is developed for continuous online monitoring of delamination initiation and growth in composite structures. Structural health monitoring problems are often cast in the context of a statistical pattern recognition paradigm, in which a damage state of a structure is inferred by comparing test data with baseline data. However, subtle signal changes due to damage can often be masked by larger ambient variation of operational and environmental conditions of an in-service structure. Therefore, it is critical for the development of a robust monitoring system to minimize false-positive indications of damage caused by the undesired operational and environmental variation of the structure. The issue of minimizing damage misclassification has been addressed in this article by developing an instantaneous damage detection scheme that does not rely on past baseline data. The proposed instantaneous damage diagnosis is based on the concepts of time reversal acoustics and consecutive outlier analysis, and the proposed damage diagnosis has been tested for detecting delamination in composite plates.

Publisher

SAGE Publications

Subject

Mechanical Engineering,General Materials Science

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