A DPIM-GFDM-PML framework for the modelling of stochastic response of elastic wave propagation in viscoelastic media

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Mingjuan Li , Hanshu Chen , Zhuochao Tang , Xiaoying Zhuang , Wenzhi Xu , Zhuojia Fu
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Abstract

The stochastic response analysis of elastic wave propagation in viscoelastic media is critical for applications in seismic engineering, geological exploration, coastal engineering and non-destructive testing of composite materials. Conventional studies predominantly rely on deterministic models, neglecting the spatial inhomogeneity and parameter randomness. This study proposes a non-intrusive stochastic framework, DPIM-GFDM-PML, integrating the Direct Probability Integral Method (DPIM), the Generalized Finite Difference Method (GFDM), and the Perfectly Matched Layer (PML) technique. Parameter uncertainties are modeled via Karhunen-Loève (K-L) expansion and embedding stochastic fields into frequency-domain governing equations using the GFDM discretization and the PML boundary treatment, establishing a mapping between stochastic inputs and physical responses. DPIM further decouples governing equations from probability density integration, enabling efficient computation of response probability density functions (PDFs) through Gaussian kernel smoothing. Three numerical examples, namely infinite-domain cavities, multi-cavity domain, and complex multilayered media, demonstrate that the proposed framework captures the stochastic characteristics of wave propagation accurately and efficiently. Compared to Monte Carlo simulation (MCS), the DPIM achieves consistent probabilistic results with three orders of magnitude fewer samples, thereby achieving high computational efficiency while maintaining accuracy. Key quantitative findings reveal that multi-parameter coupling amplifies displacement variance by nearly two orders of magnitude and significantly increases the coefficient of variation; whereas increasing the spatial correlation length reduces variance by 14–27 %. The results reveal that spatial randomness in material properties significantly affects wave behavior, with the combined effects of multiple stochastic parameters playing a dominant role. This framework provides a novel and effective tool for uncertainty quantification in viscoelastic wave dynamics.
粘弹性介质中弹性波传播随机响应建模的DPIM-GFDM-PML框架
粘弹性介质中弹性波传播的随机响应分析在地震工程、地质勘探、海岸工程和复合材料无损检测中具有重要的应用价值。传统研究主要依赖于确定性模型,忽略了空间非均匀性和参数随机性。本文提出了一种非侵入式随机框架DPIM-GFDM-PML,该框架结合了直接概率积分法(DPIM)、广义有限差分法(GFDM)和完美匹配层(PML)技术。参数不确定性通过karhunen - lo (K-L)展开建模,并使用GFDM离散化和PML边界处理将随机场嵌入频域控制方程,建立随机输入与物理响应之间的映射关系。DPIM进一步将控制方程从概率密度积分中解耦,通过高斯核平滑实现响应概率密度函数(pdf)的高效计算。在无限域空腔、多空腔和复杂多层介质三个实例中,该框架准确有效地捕捉了波传播的随机特性。与蒙特卡罗模拟(Monte Carlo simulation, MCS)相比,DPIM在样本数量减少3个数量级的情况下获得了一致的概率结果,从而在保持精度的同时实现了较高的计算效率。关键的定量研究结果表明,多参数耦合将位移方差放大了近两个数量级,显著提高了变异系数;而增加空间相关长度可以减少14 - 27%的方差。结果表明,材料特性的空间随机性对波动行为有显著影响,且多个随机参数的联合作用起主导作用。该框架为粘弹性波动动力学中的不确定性量化提供了一种新颖有效的工具。
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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