TY - JOUR
T1 - Evaluating the elastic wave speed in heterogeneous materials and structures
T2 - A concurrent multiscale modeling approach
AU - Zhang, Heng
AU - Zhao, Ang
AU - Liu, Zhe
AU - Meng, Lu
AU - Zhang, Liuyang
AU - Li, Pei
N1 - Publisher Copyright:
© 2025 The Author(s)
PY - 2025/8/1
Y1 - 2025/8/1
N2 - Elastic wave speed is significant for studying materials’ dynamic behavior, and usually evaluated using the classical equations c=E/ρ or c=λ+2μ/ρ especially for homogeneous isotropic materials. However, these analytical methods may not be suitable for heterogeneous materials and structures, while the direct numerical simulation (DNS) using finite element method requires a huge number of elements which leads to unmanageable computational cost. To this end, the Direct Finite Element Square (DFE2) method was used to simulate the elastic wave propagation in heterogeneous materials and structures, whereby it was proposed that both meso-scale stress and density should be scaled in the DFE2 method to accurately predict the wave transmission time in heterogeneous materials. Also, it was found that DFE2 method generally predicts a higher elastic wave speed due to the unrealistic wave transmission in the macro-element at the impact end, and the error can be reduced by refining the macro-elements. Simulation of several heterogenous materials such as fiber reinforced polymer composites, anisotropic cellular structures and density-gradient porous panels show that the DFE2 method can capture the elastic wave speed in 2D heterogeneous materials and structures more accurately compared to classical estimation equations, whereby the DNS result was used as reference. Moreover, the DFE2 method exhibits a high computational efficiency, i.e., more than 10 times higher than DNS, and can be easily implemented using available features in commercial software. This implies the valuable potential of the DFE2 method in evaluating the elastic wave speed in heterogeneous materials and structures.
AB - Elastic wave speed is significant for studying materials’ dynamic behavior, and usually evaluated using the classical equations c=E/ρ or c=λ+2μ/ρ especially for homogeneous isotropic materials. However, these analytical methods may not be suitable for heterogeneous materials and structures, while the direct numerical simulation (DNS) using finite element method requires a huge number of elements which leads to unmanageable computational cost. To this end, the Direct Finite Element Square (DFE2) method was used to simulate the elastic wave propagation in heterogeneous materials and structures, whereby it was proposed that both meso-scale stress and density should be scaled in the DFE2 method to accurately predict the wave transmission time in heterogeneous materials. Also, it was found that DFE2 method generally predicts a higher elastic wave speed due to the unrealistic wave transmission in the macro-element at the impact end, and the error can be reduced by refining the macro-elements. Simulation of several heterogenous materials such as fiber reinforced polymer composites, anisotropic cellular structures and density-gradient porous panels show that the DFE2 method can capture the elastic wave speed in 2D heterogeneous materials and structures more accurately compared to classical estimation equations, whereby the DNS result was used as reference. Moreover, the DFE2 method exhibits a high computational efficiency, i.e., more than 10 times higher than DNS, and can be easily implemented using available features in commercial software. This implies the valuable potential of the DFE2 method in evaluating the elastic wave speed in heterogeneous materials and structures.
KW - Concurrent multiscale modelling
KW - Direct finite element square method
KW - Dynamic response
KW - Elastic wave speed
KW - Heterogeneous materials and structures
UR - https://www.scopus.com/pages/publications/105002409063
U2 - 10.1016/j.compstruct.2025.119193
DO - 10.1016/j.compstruct.2025.119193
M3 - 文章
AN - SCOPUS:105002409063
SN - 0263-8223
VL - 365
JO - Composite Structures
JF - Composite Structures
M1 - 119193
ER -