A platform for research: civil engineering, architecture and urbanism
Imaging concrete cracks using Nonlinear Coda Wave Interferometry (INCWI)
Abstract Crack imaging in highly heterogeneous materials, such as concrete, plays a great role in structural health monitoring and non-destructive evaluation and testing. Numerous works have shown that Nonlinear Coda Wave Interferometry is a robust tool to assess the overall level of nonlinearity caused by micro or macrocracks in heterogeneous media. This work presents a novel qualitative method for Imaging using NCWI (INCWI) based on the combination of Nonlinear Coda Wave Interferometry (NCWI) and a spatial averaging method. INCWI is used herein to locate cracks generated in a concrete beam subject to three-point bending. Measurements are performed after each loading level, in both pre-peak and post-peak phases, once the beam has been unloaded. The imaging algorithm is described and applied to each stage of beam damage. In the post-peak phase, crack size varies from to in length and from to in width. Also, the INCWI results are compared with acoustic emission measurements and microscopic observations.
Imaging concrete cracks using Nonlinear Coda Wave Interferometry (INCWI)
Abstract Crack imaging in highly heterogeneous materials, such as concrete, plays a great role in structural health monitoring and non-destructive evaluation and testing. Numerous works have shown that Nonlinear Coda Wave Interferometry is a robust tool to assess the overall level of nonlinearity caused by micro or macrocracks in heterogeneous media. This work presents a novel qualitative method for Imaging using NCWI (INCWI) based on the combination of Nonlinear Coda Wave Interferometry (NCWI) and a spatial averaging method. INCWI is used herein to locate cracks generated in a concrete beam subject to three-point bending. Measurements are performed after each loading level, in both pre-peak and post-peak phases, once the beam has been unloaded. The imaging algorithm is described and applied to each stage of beam damage. In the post-peak phase, crack size varies from to in length and from to in width. Also, the INCWI results are compared with acoustic emission measurements and microscopic observations.
Imaging concrete cracks using Nonlinear Coda Wave Interferometry (INCWI)
Qu, Shilin (author) / Hilloulin, Benoît (author) / Saliba, Jacqueline (author) / Sbartaï, Mehdi (author) / Abraham, Odile (author) / Tournat, Vincent (author)
2023-05-10
Article (Journal)
Electronic Resource
English
Damage detection in concrete using coda wave interferometry
Tema Archive | 2011
|Monitoring damage in concrete using diffuse ultrasonic Coda Wave Interferometry
Tema Archive | 2011
|A review of ultrasonic Coda Wave Interferometry in concrete
Online Contents | 2013
|A review of ultrasonic Coda Wave Interferometry in concrete
Elsevier | 2013
|