Abstract

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 μ m , 500 μ 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.

Highlights

  • A fatigue crack caused by cyclic loading is one of the most critical damage types in metallic structures because it may cause plastic deformation or abrupt structural failure even below the yield strength

  • A real fatigue crack-opening phenomenon, which is a local deformation within the region of interest (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 digital image correlation (DIC) errors, especially at crack opening areas

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Summary

Introduction

A fatigue crack caused by cyclic loading is one of the most critical damage types in metallic structures because it may cause plastic deformation or abrupt structural failure even below the yield strength. The conventional algorithms evaluate the speckle patterns at a certain local area in the target image and determine a single subset size under the assumption of uniformly distributed speckle patterns within the entire ROI. Dynamic subset selection algorithms to adopt various subset sizes in the ROI were recently proposed [33,34], they are not fully validated in spatially biased speckle patterns yet. To come up with the technical demand, a fully automated adaptive subset size determination algorithm is newly proposed and experimentally validated through a fatigue crack-opening evaluation with spatially biased speckle-patterned images in this study. The effectiveness of the proposed adaptive subset size determination algorithm is experimentally validated using a speckle-patterned aluminum specimen with a sophisticatedly controllable scanning stage.

Automated Determination Algorithm of Adaptive Subset Sizes
Overview
Figure
The Feasibility Tests of Adaptive Subset Sizes
Randomly
Validation results
Fatigue Crack-Opening Evaluation Tests
Findings
Conclusions
Full Text
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