Handbook of Advanced Non-Destructive Evaluation 2018
DOI: 10.1007/978-3-319-30050-4_47-1
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Digital Image Correlation Techniques for NDE and SHM

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Cited by 33 publications
(9 citation statements)
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“…In recent years, novel paradigms have been advanced to measure structural responses. For example, visionbased systems have been developed for measuring displacements in large-scale structures, analyzing mechanical stressstrain fields, and extracting modal parameters using sequences of images captured by cameras over time [4][5][6][7] . The displacement, stress-strain field, and modal parameters extracted from the cameras have been successfully used as damage indicators in various SHM applications 8,9 .…”
Section: Introductionmentioning
confidence: 99%
“…In recent years, novel paradigms have been advanced to measure structural responses. For example, visionbased systems have been developed for measuring displacements in large-scale structures, analyzing mechanical stressstrain fields, and extracting modal parameters using sequences of images captured by cameras over time [4][5][6][7] . The displacement, stress-strain field, and modal parameters extracted from the cameras have been successfully used as damage indicators in various SHM applications 8,9 .…”
Section: Introductionmentioning
confidence: 99%
“…19 In the next few years, however, developments in imaging technology can aid in the detection and diagnosis of skin cancer without the need for a skin biopsy. With the advances in optical techniques, researchers have started to use digital image correlation (DIC) and photogrammetry for structural health monitoring 20 and nonintrusive vibration measurements 21 for mechanical components. [22][23][24][25][26][27][28][29][30][31][32][33][34] The optical techniques have also been used for full-field deformations in the biomechanical field.…”
Section: Introductionmentioning
confidence: 99%
“…Recently in the past decade, several studies and field applications explored the possibility of using non-contact visionbased systems for larger applications such as bridge monitoring and system identifications (e.g., Lee and Shinozuka, 2006;Yoneyama et al, 2007;Chiang et al, 2011;Peddle et al, 2011;Nonis et al, 2013;Murray et al, 2014;Ribeiro et al, 2014;Ye et al, 2015;Pan et al, 2016;Niezrecki et al, 2018). The related works of measuring 3D displacement of bridge structures could be found in Santos et al (2012) where 3D displacements of the bridge deck were measured.…”
Section: Introductionmentioning
confidence: 99%
“…The related works of measuring 3D displacement of bridge structures could be found in Santos et al (2012) where 3D displacements of the bridge deck were measured. Another relevant study is Nonis et al (2013), and more recent work from the same group Niezrecki et al (2018), where 3D-DIC was used for periodic and non-destructive inspection of concrete bridges to locate non-visible cracks in concrete, quantify spalling, and measure bridge deformation. However, most of the studies either focused on demonstrating the concept or had other limitations in the application.…”
Section: Introductionmentioning
confidence: 99%