Damage detection with spatial wavelets

Quan Wang

doi:10.1016/S0020-7683(98)00152-8

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Damage detection with spatial wavelets

1999-08-01

293

PRE

王

王泉 (Quan Wang) *

Xiaomin Deng

DOI：10.1016/S0020-7683(98)00152-8

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Abstract

En 中文

This paper discusses a structural damage detection technique based on wavelet analysis of spatially distributed structural response measurements. The premise of the technique is that damage (e.g. cracks) in a structure will cause structural response perturbations at damage sites. Such local perturbations, although they may not be apparent from the measured total response data, are often discernible from component wavelets. The viability of this new technique is demonstrated with two examples: one based on numerically simulated deflection responses of a uniform beam containing a short transverse crack under both static and dynamic loading conditions, and the other based on smooth analytical crack-tip displacement fields. In each of these examples, the deflection or displacement response is analyzed with the wavelet transform, and the presence of the crack is detected by a sudden change in the spatial variation of the transformed response. This damage detection technique may serve the purpose of structural health monitoring in situations where spatially distributed measurements of structural response in regions of critical concern can be made with, for example, networks of distributed sensors, optical fibers. computer vision and area scanning techniques. It appears that this new technique does not require any analysis of the complete structure in question, nor any knowledge of the material properties and prior stress states of the structure. (C) 1999 Elsevier Science Ltd. All rights reserved.

Keywords:

VIBRATION

BEAMS

LOCALIZATION

CRACK

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