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Multi-crack damage identification apparatus and method for cantilever flexible beam

A technology for damage identification and flexible beams, which is applied to the analysis of solids using sound waves/ultrasonic waves/infrasonic waves, can solve problems such as the inability to use large and complex projects, the magnitude of modal curvature changes is small, and it is difficult to play a role in discrimination. Simple and easy to implement, improve the measurement accuracy, and the effect of sufficient number of measurement points

Inactive Publication Date: 2014-08-27
SOUTH CHINA UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, for the identification method based on modal curvature, in actual engineering applications, the measurement accuracy has a significant impact on the results, and it is often required that the location of the measurement points is relatively close and the number of measurement points is relatively large. Otherwise, based on the modal curvature interpolation of the measurement points The estimated curve will introduce a large error
In addition, it is difficult to obtain high-order mode shapes in engineering applications. In traditional low-amplitude vibration tests, the magnitude of modal curvature changes is too small to play an effective role in discrimination.
These shortcomings make this method unsuitable for large and complex projects

Method used

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  • Multi-crack damage identification apparatus and method for cantilever flexible beam
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  • Multi-crack damage identification apparatus and method for cantilever flexible beam

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Embodiment

[0042] Such as Figure 1-Figure 6 As shown, a cantilever flexible beam multi-crack damage identification device includes a flexible beam 4, a mechanical clamping device 1, a detection device, an exciter 6, a signal generator 11, a power amplifier 9, a fiber grating demodulator 7 and a computer 8;

[0043] One end of the flexible beam 4 in the length direction is fixed by the mechanical clamping device 1, and the other end is free. In this embodiment, the flexible beam 4 is evenly distributed with three cracks perpendicular to the beam in the length direction, and the distance from the left end of the beam is d 1 =250mm, d 2 = 500mm and d 3 =800mm, crack width b=1mm, the dimensions of the three cracks in flexible beam 4 are as follows Image 6 shown.

[0044] The detection device includes a plurality of channel FBG (abbreviation of Fiber Bragg Grating, i.e. Fiber Bragg Grating) fiber optic sensor groups, the front and back of the flexible beam are provided with the same num...

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Abstract

The invention discloses a multi-crack damage identification apparatus and method for a cantilever flexible beam. The apparatus comprises a flexible beam, a mechanical clamping device, a detection device, a vibration exciter, a signal generator, a power amplifier, a fiber Bragg grating demodulator and a computer. One end of the flexible beam with multiple cracks is fixed through the mechanical clamping device; a multi-channel FBG optical fiber sensor group is adhered on the flexible beam and is evenly distributed along the length direction of the flexible beam; a signal generated by the signal generator is amplified by the power amplifier and then enters the vibration exciter; the vibration exciter excites low-order mode vibration of the flexible beam; the vibration results in curvature changes at measurement points of each sensor of the beam; the sensors input the curvature changes into the fiber Bragg grating demodulator in the form of wavelength changes; a demodulated signal enters the computer for modal analysis of the flexible beam, drafting of a modal curvature curve, calculation of damage indexes and establishment of a wavelet neural network identification model; and finally, the purpose of accurate identification of the depth and the location of the cracks of the flexible beam is achieved.

Description

technical field [0001] The invention relates to the field of damage identification of large flexible structures, in particular to a multi-crack damage identification device and method for a cantilever flexible beam. Background technique [0002] Due to impacts, earthquakes, wind loads, corrosion, etc., the internal structure of the material will change during the service period of the space flexible structure, resulting in various damages. For large structures, damage threatens the safety of people's lives and properties all the time. Therefore, it is particularly important to detect damage in time and repair it. Early damage identification technology used ultrasonic, X-ray, electromagnetic wave and other means to detect damage. Since the approximate location of the damage needs to be known in advance and the damaged part is required to be easily accessible, it is limited in practical engineering applications. According to the different structural responses, modern damage ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N29/04
Inventor 邱志成吴传健
Owner SOUTH CHINA UNIV OF TECH
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