Method for automatically detecting and recognizing bridge cracks based on computer vision

A computer vision and automatic monitoring technology, applied in the testing, calculation, elasticity testing of machine/structural components, etc., can solve the problems of high cost, real crack identification interference, small fatigue crack size, etc., to improve efficiency and reduce Human participation, improve the effect of automation

Active Publication Date: 2018-07-31
HARBIN INST OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In the process of traditional image processing, these artificial marks and handwriting have brought great interference to the recognition of real cracks
And the size of fatigue cracks is relatively small, and some crack widths are only 10 -1 mm level, it is easier to be treated as noise in the traditional image processing process
In addition, some identification methods also require the internal and external parameters of the camera for image capture (such as object distance, image distance, shooting angle, etc.), or require additional professional measurement equipment
Overall, traditional fracture identification methods require too much manual intervention and are expensive

Method used

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  • Method for automatically detecting and recognizing bridge cracks based on computer vision
  • Method for automatically detecting and recognizing bridge cracks based on computer vision
  • Method for automatically detecting and recognizing bridge cracks based on computer vision

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Embodiment 1

[0035] Such as figure 1 As shown, an automatic monitoring and identification method for bridge cracks based on computer vision, based on the implementation in the MATLAB environment:

[0036] The first step is to make the training set: the original input image is cut into a set of sub-units of 64×64×3, and a certain proportion of samples are randomly selected from them. Labeling, where the number 1 represents the crack unit, 2 represents the handwriting unit, and 3 represents the background unit. After completion, the newly added subunit set will be integrated into the original training set, and each subunit corresponds to the corresponding label. Considering the influence of the unbalanced sample size of the three types of subunits, display the number of the three subunits at this time, and take the number of subunits with the least number as the benchmark, randomly select the same number of samples from the remaining two types of subunit samples, and then, Rotate each subun...

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Abstract

The invention discloses a method for automatically detecting and recognizing bridge cracks based on computer vision. By constructing a training depth network model, taking a captured image as an input, and calculating respective hidden layers, the method finally outputs the classification label of the image to realize crack identification and complete the computer's understanding of the input image content. The method, for the automatic monitoring and recognition of bridge cracks, and realizes the whole process automatic processing of model training, crack recognition and result display of crack images of real steel box beams containing complex background interference information. The method is convenient and accurate, and improves the efficiency of bridge crack detection and the accuracyand stability of the detection results.

Description

technical field [0001] The invention relates to the field of civil engineering monitoring, in particular to a computer vision-based automatic monitoring and identification method for bridge cracks. Background technique [0002] With the rapid development of my country's national economic construction, more and more large-scale infrastructure construction plays an extremely important role, especially large steel box girder cross-sea bridges. Due to the long-term complex vehicle loads of large steel box girder cross-sea bridges, the welds of steel box girders often have different degrees of fatigue damage accumulation due to the existence of initial defects, and then fatigue cracks are formed. Under the coupling action of disaster factors such as the long-term effect of load, fatigue effect and mutation effect, fatigue cracks will expand along the direction of the weld or to the roof, diaphragm and other components, resulting in attenuation of the resistance of the bridge stru...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06T7/00G06T7/11G06T7/136G01M5/00
CPCG01M5/0008G01M5/0033G06T7/0004G06T2207/20081G06T2207/20084G06T2207/30132G06T7/11G06T7/136
Inventor 李惠徐阳鲍跃全李顺龙
Owner HARBIN INST OF TECH
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