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Isotropic Multilayered
10.1016/J.APM.2019.05.023
The present method does not require calculations of the displacement solutions of each partial wave in anisotropic multilayered microstructures, but expands the displacement vector of each layer into a Legendre orthogonal polynomial series with the expansion coefficients to be calculated.
The present method does not require calculations of the displacement solutions of each partial wave in anisotropic multilayered microstructures, but expands the displacement vector of each layer into a Legendre orthogonal polynomial series with the expansion coefficients to be calculated.
Isotropic Multilayered
10.1016/J.APM.2019.07.015
This paper presents the general solutions of three-dimensional transversely isotropic multilayered media subjected to a vertical or horizontal rectangular dynamic load by utilizing the analytical layer-element method, and the solutions can be used for both time-harmonic loads and moving ones.
This paper presents the general solutions of three-dimensional transversely isotropic multilayered media subjected to a vertical or horizontal rectangular dynamic load by utilizing the analytical layer-element method, and the solutions can be used for both time-harmonic loads and moving ones.
Isotropic Multilayered
10.1109/SPAWDA48812.2019.9019287
The results show great conformity with the reported work and simultaneously prove the ability of our approach for complex and generally anisotropic multilayered structure.
The results show great conformity with the reported work and simultaneously prove the ability of our approach for complex and generally anisotropic multilayered structure.
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Isotropic Multilayered
10.1140/epjp/i2019-12891-7
Here, we investigate numerically K2 for third- and fourth-order shear wave modes (SH2 and SH3) in arbitrarily anisotropic multilayered PZT-5H laminates with various orientations.
Here, we investigate numerically K2 for third- and fourth-order shear wave modes (SH2 and SH3) in arbitrarily anisotropic multilayered PZT-5H laminates with various orientations.
Isotropic Multilayered
10.1016/J.WAVEMOTI.2019.02.002
A transversely isotropic multilayered half-space is considered as a support of a massless circular rigid foundation undergoing forced vibrations.
A transversely isotropic multilayered half-space is considered as a support of a massless circular rigid foundation undergoing forced vibrations.
Isotropic Multilayered
10.1016/J.IJSOLSTR.2019.01.037
A new semi-analytical method is developed for solving the coupled horizontal and rocking vibrations of a rigid circular disc on the surface of a transversely isotropic multilayered half-space with imperfect interfaces.
A new semi-analytical method is developed for solving the coupled horizontal and rocking vibrations of a rigid circular disc on the surface of a transversely isotropic multilayered half-space with imperfect interfaces.
Isotropic Multilayered
10.1016/J.ENGANABOUND.2018.11.013
In this paper, we present a fundamental solution to the mixed boundary-value problem of vertical and torsional vibrations of a rigid circular disc embedded in a transversely isotropic multilayered half-space.
In this paper, we present a fundamental solution to the mixed boundary-value problem of vertical and torsional vibrations of a rigid circular disc embedded in a transversely isotropic multilayered half-space.
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