Isotropic Multilayered(各向同性多层)研究综述
Isotropic Multilayered 各向同性多层 - 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. [1] 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. [2] The results show great conformity with the reported work and simultaneously prove the ability of our approach for complex and generally anisotropic multilayered structure. [3] 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. [4] A transversely isotropic multilayered half-space is considered as a support of a massless circular rigid foundation undergoing forced vibrations. [5] 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. [6] 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. [7]本方法不需要计算各向异性多层微结构中各部分波的位移解，而是将各层位移矢量展开为勒让德正交多项式级数，并计算展开系数。 [1] 采用解析层元法，给出了三维横向各向同性多层介质在垂直或水平矩形动载荷作用下的一般解，该解既可用于时谐载荷，也可用于移动载荷。 [2] 结果与报道的工作非常吻合，同时证明了我们的方法对复杂且通常各向异性的多层结构的能力。 [3] 在这里，我们在数值上研究了具有各种方向的任意各向异性多层 PZT-5H 层压板中三阶和四阶剪切波模式（SH2 和 SH3）的 K2。 [4] 横向各向同性多层半空间被认为是承受强迫振动的无质量圆形刚性基础的支撑。 [5] 开发了一种新的半解析方法，用于求解具有不完美界面的横向各向同性多层半空间表面上刚性圆盘的耦合水平振动和摇摆振动。 [6] 在本文中，我们提出了嵌入横向各向同性多层半空间中的刚性圆盘的垂直和扭转振动的混合边值问题的基本解决方案。 [7]
Transversely Isotropic Multilayered 横向各向同性多层
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. [1] A transversely isotropic multilayered half-space is considered as a support of a massless circular rigid foundation undergoing forced vibrations. [2] 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. [3] 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. [4]采用解析层元法，给出了三维横向各向同性多层介质在垂直或水平矩形动载荷作用下的一般解，该解既可用于时谐载荷，也可用于移动载荷。 [1] 横向各向同性多层半空间被认为是承受强迫振动的无质量圆形刚性基础的支撑。 [2] 开发了一种新的半解析方法，用于求解具有不完美界面的横向各向同性多层半空间表面上刚性圆盘的耦合水平振动和摇摆振动。 [3] 在本文中，我们提出了嵌入横向各向同性多层半空间中的刚性圆盘的垂直和扭转振动的混合边值问题的基本解决方案。 [4]
isotropic multilayered half 各向同性多层半
A transversely isotropic multilayered half-space is considered as a support of a massless circular rigid foundation undergoing forced vibrations. [1] 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. [2] 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. [3]横向各向同性多层半空间被认为是承受强迫振动的无质量圆形刚性基础的支撑。 [1] 开发了一种新的半解析方法，用于求解具有不完美界面的横向各向同性多层半空间表面上刚性圆盘的耦合水平振动和摇摆振动。 [2] 在本文中，我们提出了嵌入横向各向同性多层半空间中的刚性圆盘的垂直和扭转振动的混合边值问题的基本解决方案。 [3]