A rapid detection method for bridge damage

A detection method and technology for bridges, which can be used in measuring devices, elasticity testing, machine/structural component testing, etc., can solve problems such as inconvenience, and achieve the effect of simple and accurate testing, good convenience and practicability

Active Publication Date: 2022-07-15
TIANJIN UNIV
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  • Abstract
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  • Application Information

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Problems solved by technology

Finally, it relies on a complete structural model or complete structural feature data. Most of the above methods, especially the location and quantification of damage, require accurate prior data. Damage identification based on optimization methods such as neural networks requires a large amount of prior training data. This is obviously inconvenient in practical applications
However, a small number of damage detection methods that do not require prior data are often based on the singularity of the signal or its derived characteristic indicators. For example, wavelet transform and other methods are used to extract the mutation value from the characteristic frequency curve. Such methods are extremely vulnerable to environmental noise and Effects of uneven road surfaces

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  • A rapid detection method for bridge damage
  • A rapid detection method for bridge damage
  • A rapid detection method for bridge damage

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Embodiment Construction

[0032] The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention, but not to limit the present invention.

[0033] Relevant studies have shown that partially closed cracks in bridges under load are opened, and some cracked cracks have increased crack heights, and the overall performance is a decrease in the local stiffness of the structure. On the one hand, the vehicle load has a large self-weight, and on the other hand, the natural frequency of the vehicle can be adjusted to make it close to resonance with the natural frequency of a certain order of the bridge. Under the action of vehicle load, the instantaneous stiffness of the bridge can be significantly changed.

[0034] The influence of other factors on the bridge frequency is not considered. For the intact beam, the natural freq...

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Abstract

The invention discloses a rapid damage detection method for bridges. When a moving vehicle passes through a damaged area of ​​a bridge, some local cracks in concrete that are closed under the condition of no load on the bridge will open in a short time. Variation of bridge frequency over time. The bridge state can be judged by the relative change of the response frequency of the bridge before and after the excitation of the moving vehicle, and the three-stage signal analysis of the environmental vibration before the vehicle goes on the bridge in a short period of time, the coupled vibration of the bridge after the bridge goes on, and the bridge residual vibration after the bridge goes off, can be judged by the reasonable selection of the vehicle model. The influence of factors such as vehicle, temperature and boundary conditions on the frequency required for damage detection is avoided. This method does not require reference prior data, is insensitive to the location of the measuring point, and can effectively identify damage. Has a good application prospect.

Description

technical field [0001] The invention belongs to the technical field of civil engineering applications, and in particular relates to a bridge rapid damage detection method based on structural frequency changes before and after the excitation of a moving vehicle. Background technique [0002] Rapid bridge damage detection based on bridge dynamic characteristics has been widely studied due to its non-destructiveness, economy and convenience. Related methods are usually based on damage-induced changes in structural modal parameters such as natural frequencies, mode shapes, and damping ratios. Among them, the method based on modal mode requires more measuring points, the testing process is cumbersome, and the testing accuracy is lower than the natural frequency due to incomplete testing information and testing noise. The method based on damping ratio also has problems such as low test accuracy and sensitivity to environmental factors. In contrast, the damage detection method ba...

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/23G06F30/13G01M5/00
CPCG06F30/23G06F30/13G01M5/0008G01M5/0066G01M5/0033G06F2111/10
Inventor 朱劲松张一峰
Owner TIANJIN UNIV
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