1. Damage Detection and Quantification via Multiview DIC at Varying Scales.
- Author
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Hamadouche, I., Seyedi, D. M., and Hild, F.
- Subjects
- *
STRUCTURAL health monitoring , *CONCRETE beams , *CAMERAS - Abstract
Background: To minimize measurement uncertainties and create seamless procedures between tests and simulations for the characterization and prediction of damage in large scale structures, a system capable of monitoring the quantities of interest at different scales throughout the test is required. Objective: The aim of this work is to develop a multiview DIC framework at varying scales in which kinematic fields are expressed on a unique mesh. Methods: A three-point flexural test was performed on a concrete beam and the images acquired by three different cameras were used to perform DIC calculations. Results: Displacement and strain fields were measured using mono and multiview implementations; their associated uncertainties were assessed. Damage initiation and growth within the sample was quantified based on the standard displacement uncertainty. Conclusion: The reported results show that the proposed method reduced the associated displacement uncertainties. The onset and propagation of damage was successfully quantified. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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