Different Dynamic Models for the Study of Ultrasonic Wave Dispersion for Mechanical Characterization of Construction Materials

In this study, we explore the dispersion relation, i.e. the dependence of the plane wave velocity with respect to the frequency, for longitudinal ultrasonic waves from both experimental and modeling points of view. For the modeling point of view, we start considering a 1D medium with different constitutive properties: from one hand we consider the non-dissipative strain-gradient elastic model and from the other hand the dissipative viscoelastic model. 1. Dispersion stemming from material microstructure: At low frequencies, the phase velocity correlates directly with material stiffness. Conversely, at higher frequencies (i.e. at low wavelengths), the phase velocity is influenced by the material's microstructure. The transition between these two velocity regimes occurs within a frequency range proportional to the characteristic length of the material. 2. Dispersion arising from material internal viscosity: Higher internal viscosity enhances material stiffening under dynamic loading, whereas lower viscosity necessitates higher frequencies to observe signi`cant velocity variations. We derive the governing equations for both cases with the extended Rayleigh-Hamilton principle. The analysis shows good agreement with the experiments and further experimental investigations are designed for a clear and quantitative identi`cation of the dissipative contribution. Moreover, the governing equations of motion, material constitutive relations, and boundary conditions are formulated and solved in both 2D and 3D domains to account for the real experimental conditions and reduce approximation errors. A time integration scheme is employed, coupled with variational formulations and `nite element methods (FEM), to establish a relationship between wave velocity and material parameters, similar to the solutions for 1D models. We start with sotropic, homogeneous, and linearly elastic materials and then we add viscosity and microstructure as for 1D models. Validation was conducted using experimental data from concrete specimens tested in a controlled laboratory setting. The results con`rmed the model's accuracy in predicting wave velocity and dynamics. Bibliography: [1] Castellano, A., Foti, P., Fraddosio, A., Galietti, U., Marzano, S., & Piccioni, M. D. (2015). Characterization of material damage by ultrasonic immersion test. Procedia Engineering, 109, 395-402. [2] Farina, I., Fabbrocino, F., Colangelo, F., Feo, L., & Fraternali, F. (2016). Surface roughness effects on the reinforcement of cement mortars through 3D printed metallic `bers. Composites Part B: Engineering, 99, 305-311. [3] Dell'Isola, F., Madeo, A., & Placidi, L. (2012). Linear plane wave propagation and normal transmission and reflection at discontinuity surfaces in second gradient 3D continua. ZAMM-Journal of Applied Mathematics and Mechanics/Zeitschrift für Angewandte Mathematik und Mechanik, 92(1), 52-71. [4] Zienkiewicz, O. C., Taylor, R. L., & Zhu, J. Z. (2010). The Finite Element Method: Its Basis and Fundamentals