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正交各向异性层状弹性半空间对时谐荷载的弹性动力学响应。

Elastodynamic response of an orthotropic layered elastic half-space to time-harmonic loading.

作者信息

Le Ductho, Nguyen Yen, Quy Hoang Ngoc, Le Lawrence H, Phan Haidang

机构信息

Graduate University of Science and Technology, VAST, Hanoi, Vietnam.

Institute of Theoretical and Applied Research, 374802Duy Tan University, Hanoi, Vietnam.

出版信息

Sci Prog. 2022 Oct-Dec;105(4):368504221135449. doi: 10.1177/00368504221135449.

Abstract

The elastodynamics of an orthotropic half-space coated by a thin orthotropic layer is theoretically investigated in this article. We newly propose explicit expressions of free Rayleigh waves in a layered half-space that are dependent on only one unknown constant representing amplitude. The main contribution is on deriving, in a simple manner, the theoretical predictions of far-field Rayleigh wave motion arising from time-harmonic loads using elastodynamic reciprocity theorems. These are the very first closed-form exact solutions found for the forced motion of Rayleigh waves in a layered half-space of orthotropic materials. To demonstrate the theoretical results, computation of Rayleigh wave motion in a jointed rock, including a layer of quartz-schist and a half-space of soil, is considered. We present the phase and group dispersion curves superimposed with the amplitude spectra that provide useful information on wave modes, frequencies, and displacement amplitudes. The inclusion of the amplitude spectra in the dispersion curves is a significant improvement over other dispersion curves currently available in the literature. The analytical predictions are compared with numerical results found by finite element analysis, and they show excellent agreement for the cases of a uniform distributed load and a varying distributed load both applied over a strip on the layer surface. The calculations obtained in the current study could generally be very useful for applications in seismology and materials characterization of coated structures.

摘要

本文从理论上研究了由薄正交各向异性层覆盖的正交各向异性半空间的弹性动力学问题。我们新提出了层状半空间中自由瑞利波的显式表达式,该表达式仅依赖于一个表示振幅的未知常数。主要贡献在于以简单的方式,利用弹性动力学互易定理推导了由时谐载荷引起的远场瑞利波运动的理论预测。这些是在正交各向异性材料的层状半空间中首次找到的瑞利波受迫运动的封闭形式精确解。为了验证理论结果,考虑了在节理岩石中瑞利波运动的计算,其中包括一层石英片岩和一个土壤半空间。我们给出了叠加有振幅谱的相速度和群速度频散曲线,这些曲线提供了关于波模、频率和位移振幅的有用信息。在频散曲线中包含振幅谱是相对于目前文献中其他频散曲线的显著改进。将解析预测结果与有限元分析得到的数值结果进行了比较,结果表明,对于均匀分布载荷和变化分布载荷作用在层表面条带上的情况,两者吻合良好。本研究中得到的计算结果通常对地震学和涂层结构的材料表征应用非常有用。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/827a/10450488/c79d482a77a4/10.1177_00368504221135449-fig1.jpg

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