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Beam structure damage identification method based on multi-scale strange attractor prediction errors

A prediction error and damage identification technology, which is applied in the processing of detection response signals, measurement devices, and analysis of solids using sonic/ultrasonic/infrasonic waves. Accurate beam structure damage identification method, strong damage sensitivity and high identification accuracy

Active Publication Date: 2020-01-17
HOHAI UNIV
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  • Claims
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Problems solved by technology

However, the use of wavelet transform to improve the traditional strange attractor to obtain a new multi-scale strange attractor prediction error, and the research on beam structure damage identification based on it has not been reported yet
[0003] The traditional beam structure damage detection method based on the singular attractor prediction error has strict requirements on the excitation form, and generally needs to select a chaotic excitation with a specific Lyapunov exponent according to the structural characteristics; while conventional excitation, such as hammer excitation, simple harmonic excitation, etc. , which cannot meet the above incentive selection requirements, will reduce the accuracy and stability of the singular attractor prediction error method in damage identification

Method used

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  • Beam structure damage identification method based on multi-scale strange attractor prediction errors

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Embodiment

[0087] In order to verify the effectiveness of the beam structure damage identification method based on the multi-scale singular attractor prediction error of the present invention, a physical model experiment was carried out to extract the acceleration response of the beam structure for analysis.

[0088] refer to figure 1 , in the present embodiment, the geometric dimensions of the beam structure are: the length is L=0.5m, the cross-sectional dimension H×B=0.019m×0.012m; the physical parameters are: modulus of elasticity E=1.84×1011Pa, Poisson’s ratio ν=0.3, material density ρ=7750kg / m 3 ; Boundary conditions are fixed at one end and free at one end; the load is excited by hammering, and the excitation position is 45 mm away from the free end; the damage position is 133.3 mm away from the fixed end; the acceleration response is collected by Utel data acquisition system, the sensor is 90 mm away from the free end, and the sampling frequency The frequency is 1.28kHz, the anal...

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Abstract

The invention discloses a beam structure damage identification method based on a multi-scale strange attractor prediction error. The method specifically comprises the following steps: acceleration response data of a beam structure is acquired by a sensor system; the acceleration data is denoised by adopting a soft threshold method; smooth discrete wavelet decomposition is conducted on denoised signals to obtain non-down-sampled multi-scale signals; phase space reconstruction is conducted on the multi-scale signals by applying a phase space reconstruction theory, multi-scale reconstructed attractors MRA are obtained and subjected to normalization processing to obtain MRAN; and the multi-scale strange attractor prediction error PE is calculated, and according to the multi-scale strange attractor prediction error PE, the health state of a beam structure is judged, and the damage degree of the beam structure is identified. According to the built multi-scale strange attractor prediction error method, limitation of the simulation form is broken through, the characteristics that the damage sensitivity and the identification accuracy are high are achieved, and the damage degree of the beamstructure can be accurately identified only by adopting the single point acceleration data.

Description

technical field [0001] The invention relates to a beam structure damage identification method, in particular to a beam structure damage identification method based on multi-scale singular attractor prediction errors, and belongs to the field of structural damage diagnosis. Background technique [0002] In the long-term service of the beam structure, due to the degradation of its own materials and the influence of the complex environment, damage will inevitably occur. The evolution and accumulation of early local damage will threaten the reliable operation and safety of the overall structure, and even lead to overall failure. Based on this, the rapid progress of structural nondestructive testing technology has been made in the past two decades, and it has played an irreplaceable role in timely detection of early structural damage. The strange attractor prediction error method is a new structural nondestructive testing method with the rapid development of chaos theory, and is ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N29/04G01N29/44
CPCG01N29/045G01N29/4472G01N29/44G01N2291/0289
Inventor 曹茂森李大洋贾海磊彭家意
Owner HOHAI UNIV
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