2020
DOI: 10.1061/(asce)be.1943-5592.0001598
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Development of a Distortion-Induced Fatigue Crack Characterization Methodology Using Digital Image Correlation

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Cited by 24 publications
(26 citation statements)
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“…Many applications of crack detection were developed by DIC. For example, Landon Dellenbaugh et al [22] proposed a method for the characterization of the distortion-induced fatigue crack by DIC. Navid Hasheminejad et al [23] used the correlation of digital images to estimate the strain field on the surface of the asphalt sample.…”
Section: Introductionmentioning
confidence: 99%
“…Many applications of crack detection were developed by DIC. For example, Landon Dellenbaugh et al [22] proposed a method for the characterization of the distortion-induced fatigue crack by DIC. Navid Hasheminejad et al [23] used the correlation of digital images to estimate the strain field on the surface of the asphalt sample.…”
Section: Introductionmentioning
confidence: 99%
“…This level of loading was identified as the threshold of applicability in the development of this approach, as the variability in convergence did not allow for a characterization of crack lengths. 29 Although graphically presented in relative displacement and convergence plots, data from LC1 have been excluded from further consideration and is not used to characterize crack lengths. It should be noted that for most load cases, the relative displacements values in all the three directions approached zero well before the known crack tip location, resulting in an underprediction of crack length at 90% and 95% convergence values.…”
Section: Crack Characterization Resultsmentioning
confidence: 99%
“…A vertical upward cyclic loading was applied to the far end of the crossframe by a servo-controlled hydraulic actuator, representing differential girder displacement and causing the girder to be loaded out-of-plane, producing DIF cracking in the web-gap region. Additional details regarding the DIF test frame can be found in Alemdar et al, 32 Al-Salih et al, 30,33,34 and Dellenbaugh et al 29…”
Section: Girder Test Setupmentioning
confidence: 99%
“…In future work, we look forward to experimental verification of the joint imaging framework, in particular as applied to simultaneous spatial imaging of coupled sensing skins and DIC patterns. Such regimes could be used, for example, in detecting distortion induced fatigue cracks in steel bridge girders [46] or characterizing tensile hardening in high performance cement-based materials [47]. To this end, as EIT is a penetrative modality, the method could be extended for 3D characterization of large concrete members allowing for simultaneous surface and internal damage monitoring.…”
Section: Discussion and Outlookmentioning
confidence: 99%