PCA-Based algorithm for unsupervised bridge crack detection

被引:140
作者
Abdel-Qader, Ikhlas [1 ]
Pashaie-Rad, Sara
Abudayyeh, Osama
Yehia, Sherif
机构
[1] Western Michigan Univ, Dept Elect & Comp Engn, Kalamazoo, MI 49008 USA
[2] Western Michigan Univ, Dept Civil & Construct Engn, Kalamazoo, MI 49008 USA
基金
美国国家科学基金会;
关键词
crack detection; PCA algorithm; bridge maintenance; bridge inspection; bridge imaging;
D O I
10.1016/j.advengsoft.2006.06.002
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Principal Component Principles (PCA) based algorithm to extract cracks in concrete bridge decks for the purpose of automating inspection is presented. PCA will be used to identify clusters using a database of bridge images. Results from three different PCA approaches are presented in this work. The first approach employs PCA by itself on raw data. In the second approach, a linear structure modeling is implemented prior to PCA processing in an effort to enhance the results since cracks can be detected as linear structures. Several convolution-processes with masks designed to identify linear structure in the data are used. In both cases, attempts to detect cracks in a global framework were used. The third approach, on the other hand, used local information (neighborhoods) instead of global. That is, each image is segmented into small blocks where each block is processed as an individual entity. Experimental results show enhancement in the local detection with linear modeling over the global. (C) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:771 / 778
页数:8
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