2D Numerical Modeling of the Ultrasonic Wave Propagation in Concrete: a Parameterization Study in the Multiple Scattering Medium

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2016-01-01
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Yu, Ting
Chaix, Jean-François
Komatitsch, Dimitri
Garnier, Vincent
Audibert, Lorenzo
Henault, Jean-Marie
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Review of Progress in Quantitative Nondestructive Evaluation
Center for Nondestructive Evaluation

Begun in 1973, the Review of Progress in Quantitative Nondestructive Evaluation (QNDE) is the premier international NDE meeting designed to provide an interface between research and early engineering through the presentation of current ideas and results focused on facilitating a rapid transfer to engineering development.

This site provides free, public access to papers presented at the annual QNDE conference between 1983 and 1999, and abstracts for papers presented at the conference since 2001.

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Linear Ultrasonic Techniques play a major role in Non-Destructive Evaluation (NDE) for civil engineering structures in concrete since they can meet operational requirements. Interpretation of ultrasonic measurements could be improved by a better understanding of ultrasonic wave propagation in a multiple scattering medium.

In this work, we aim to get a 2D numerical model of ultrasonic wave propagating in concrete integrating the multiple scattering phenomena. This model will be used to realize some parametric studies of different parameters (wave frequency, aggregate size…) in order to interpreter the measurements or to optimize the measurement parameters before an auscultation.

To get our numerical model, we use a step-by-step methodology based on the comparison between numerical results from SPECFEM software and experimental data and analytical approach available in the literature. First, this methodology was applied to one scattering element (cylinder) in a homogenous medium. Then, we model a multiple scattering media composed of a set of cylinders of random sizes and positions. Finally, we used numerical descriptions adapted to the case of industrial concrete that takes into account aggregates with a special size distribution in a mortar matrix.

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