4.6 Article

Adaptive Subset-Based Digital Image Correlation for Fatigue Crack Evaluation

Journal

APPLIED SCIENCES-BASEL
Volume 10, Issue 10, Pages -

Publisher

MDPI
DOI: 10.3390/app10103574

Keywords

fatigue crack evaluation; digital image correlation; adaptive subset size; statistical optimization; automated subset size determination

Funding

  1. National Research Foundation of Korea
  2. Ministry of the Interior and Safety as Human Resource Development Project in Disaster Management

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This paper proposes a fatigue crack evaluation technique based on digital image correlation (DIC) with statistically optimized adaptive subsets. In conventional DIC analysis, a uniform subset size is typically utilized throughout the entire region of interest (ROI), which is determined by experts' subjective judgement. The basic assumption of the conventional DIC analysis is that speckle patterns are uniformly distributed within the ROI of a target image. However, the speckle patterns on the ROI are often spatially biased, augmenting spatially different DIC errors. Thus, a subset size optimization with spatially different sizes, called adaptive subset sizes, is needed to improve the DIC accuracy. In this paper, the adaptive subset size optimization algorithm is newly proposed and experimentally validated using an aluminum plate with sprayed speckle patterns which are not spatially uniform. The validation test results show that the proposed algorithm accurately estimates the horizontal displacements of 200 mu m, 500 mu m and 1 mm without any DIC error within the ROI. On the other hand, the conventional subset size determination algorithm, which employs a uniform subset size, produces the maximum error of 33% in the designed specimen. In addition, a real fatigue crack-opening phenomenon, which is a local deformation within the ROI, is evaluated using the proposed algorithm. The fatigue crack-opening phenomenon as well as the corresponding displacement distribution nearby the fatigue crack tip are effectively visualized under the uniaxial tensile conditions of 0.2, 1.0, 1.4 and 1.7 mm, while the conventional algorithm shows local DIC errors, especially at crack opening areas.

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