Application of Surface Crack Analysis System "SCAN" To Cracks at Hole

2002 ◽  
Vol 2002 (0) ◽  
pp. 773-774
Author(s):  
Nagatoshi SEKI ◽  
Masaki SHIRATORI ◽  
Toshiro MIYOSHI ◽  
Youichi YAMASHITA ◽  
Kenji SAKANO
Author(s):  
Hosin (David) Lee ◽  
Jungyong (Joe) Kim

Many automated systems for crack analysis have been developed to measure the extent and severity of pavement cracking objectively. However, the accuracy of such an automated crack analysis system has not been satisfactory. This paper presents a crack type index (CTI) that can be easily adopted to determine the crack type objectively as longitudinal, transverse, and alligator cracking. The CTI is based on the spatial distribution of the image tiles rather than image pixels, where a tile is defined as a subimage of a whole digital image. The spatial distribution of image tiles is analyzed vertically and horizontally, with a resulting single index, which can be used to identify a spatial orientation of cracking. To determine the accurate CTI threshold values for longitudinal, transverse, and alligator cracks, 150 pavement images were captured with a digital video camera mounted on a sport-utility vehicle: 50 images for each of three types of cracking. These 150 images were analyzed automatically to compute the CTI values that correlate with crack types. To validate the CTI system, another 150 pavement images were captured. The CTI system identified 150 images as proper crack types with an 86% accuracy for alligator cracking, 92% accuracy for transverse cracking, and 94% accuracy for longitudinal cracking. The CTI system is further validated against images of block cracking and multiple cracks. The validation result against block cracking and multiple cracks indicates that the proposed CTI system in conjunction with UCI is robust and can be extended to identify block cracking and multiple cracks. The CTI method can be used to determine crack types from the digital images automatically without any human intervention.


2021 ◽  
Vol 132 ◽  
pp. 103973
Author(s):  
Wenbo Hu ◽  
Weidong Wang ◽  
Chengbo Ai ◽  
Jin Wang ◽  
Wenjuan Wang ◽  
...  

2017 ◽  
Vol 2017.30 (0) ◽  
pp. 343
Author(s):  
Masaki Nagai ◽  
Naoki Miura ◽  
Masaki Shiratori

2007 ◽  
Vol 2007 (0) ◽  
pp. 487-488
Author(s):  
Yasuyuki KANDA ◽  
Kohei MUROTANI ◽  
Hiroshi OKADA ◽  
Hiroshi KAWAI ◽  
Toshimitsu FUJISAWA ◽  
...  

Author(s):  
Nagatoshi Seki ◽  
Masaki Shiratori ◽  
Toshiro Miyoshi ◽  
Youichi Yamashita ◽  
Kenji Sakano

The authors have proposed an influence function method by which stress intensity factor, K, of surface cracks can be calculated easily for arbitrarily distributed surface stresses. They have developed the database of influence coefficients, Kij, for various types of surface cracks through a series of finite element analyses. And they also have developed a software system “SCAN”, based upon the above developed database, by which K-values of surface cracks can be evaluated promptly, and further, fatigue crack propagation can be simulated easily by a personal computer. In this paper the authors have studied how they can apply the SCAN system to the problem of the surface cracks initiated from the edge of a circular hole of a rectangular plate. Since circular notches have various radiuses of curvature, the concentrated stress distribution at the notch root is different depending upon the radius of curvature. Therefore, strictly speaking, K-values have to be evaluated for each case, one by one, which means enormous amount of FEM analysis are necessary. But the authors have found that the database of a surface crack in a flat plate already installed in the SCAN system can be applied to this problem with satisfactory accuracy, which means the K-values of this problem can be evaluated promptly by the SCAN system.


Sign in / Sign up

Export Citation Format

Share Document