PML‐Based Family of Stretched Coordinate Systems for Wave Propagation in Poroelastic Transversely Isotropic Half‐Space

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Kamal Shaker, Morteza Eskandari‐Ghadi, Soheil Mohammadi
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Abstract

Investigating wave propagation in transversely isotropic saturated poroelastic material and introducing a family of stretched coordinate transformations to be used for defining a perfectly matched layer (PML) are the main aims of this paper. To this end, the formulation of Biot is adopted as the governing framework of the porous media. The coupled equations of motion and transport equation are uncoupled by means of the recently proposed two scalar potential functions in cylindrical coordinate system. Two separated families of continuous stretched coordinate transformations are introduced for each of radial and axial coordinates, which allows the whole half‐space to be replaced by a finite cylinder surrounded by an outer cylinder/cube with both finite height and radius. It is shown that the displacements and pore fluid pressure, determined from the analysis of the replaced cylindrical domain, is exactly collapsed on the analytical solution in the inner cylinder, while they are, based on the stretched coordinate transformation, attenuated very fast in the outer cylinder to prevent the reflection from the most exterior boundaries. The results of this study may be used in any wave propagation analysis containing either isotropic or transversely isotropic half‐ or full‐space.
基于PML的波在孔隙弹性横向各向同性半空间传播的拉伸坐标系族
本文的主要目的是研究波在横向各向同性饱和孔弹性材料中的传播,并介绍一系列用于定义完全匹配层(PML)的拉伸坐标变换。为此,本文采用 Biot 公式作为多孔介质的治理框架。通过最近提出的圆柱坐标系中的两个标量势函数,耦合运动方程和输运方程被解耦。为径向坐标和轴向坐标分别引入了两个分离的连续拉伸坐标变换系列,从而将整个半空间替换为一个有限圆柱体,其周围是一个高度和半径都有限的外圆柱体/立方体。结果表明,通过对替换后的圆柱形域进行分析而确定的位移和孔隙流体压力在内圆柱中完全与分析解相吻合,而在外圆柱中,基于拉伸坐标变换,位移和孔隙流体压力被快速衰减,以防止来自最外部边界的反射。这项研究的结果可用于任何包含各向同性或横向各向同性半空间或全空间的波传播分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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