A multi-fidelity residual neural network based surrogate model for mechanical behaviour of structured sand

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL International Journal for Numerical and Analytical Methods in Geomechanics Pub Date : 2024-06-10 DOI:10.1002/nag.3787
Zhihao Zhou, Zhen-Yu Yin, Geng-Fu He, Mingjing Jiang
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Abstract

The structured sand presents significant interparticle bonding and anisotropy, resulting in significant differences in the physical and mechanical properties from the pure sand. This study proposes a new surrogate model based on the concept of multi-fidelity residual neural network (MR-NN) as an alternative to DEM simulation for predicting the mechanical behaviours of structured sand with different initial anisotropy and saving largely computational costs. The model is initially trained using low-fidelity (LF) data to focus on capturing the main underpinning correlations between macroscopic mechanical parameters with inter-particle properties and anisotropic state variables (i.e., microscopic fabric and tilting angle of sand), where the LF data are generated from previously proposed anisotropic macro-micro quantitative correlation. Subsequent training on sparser high-fidelity (HF) data is used to calibrate and refine the model with HF data generated from DEM simulations for anisotropic structured sand. Feedforward neural network (FNN) is adopted as the baseline algorithm for training models. The macroscopic anisotropic parameters of structured sand predicted by the surrogate model are compared with DEM simulations to examine its feasibility and generalization ability. Furthermore, the robustness of the surrogate model is examined by discussing the effect of LF data on the performance of MR-NN. The superiority of the MR-NN is further verified by comparing the performance of the trained MR-NN with the one-shot trained FNN based on the same HF data. All results demonstrate that the proposed surrogate model can provide a fast and accurate simulation of the anisotropic parameters of structured sand.

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基于残差神经网络的多保真度结构砂力学行为替代模型
结构砂具有明显的颗粒间结合和各向异性,导致其物理和机械性能与纯砂存在显著差异。本研究提出了一种基于多保真度残差神经网络(MR-NN)概念的新替代模型,作为 DEM 模拟的替代方法,用于预测具有不同初始各向异性的结构砂的力学行为,并在很大程度上节省计算成本。该模型最初使用低保真(LF)数据进行训练,重点是捕捉宏观力学参数与颗粒间特性和各向异性状态变量(即砂的微观结构和倾斜角)之间的主要基础相关性,其中 LF 数据由之前提出的各向异性宏观-微观定量相关性生成。随后在较稀疏的高保真(HF)数据上进行训练,利用各向异性结构砂的 DEM 模拟生成的 HF 数据对模型进行校准和完善。采用前馈神经网络(FNN)作为训练模型的基准算法。代用模型预测的结构砂宏观各向异性参数与 DEM 模拟结果进行了比较,以检验其可行性和泛化能力。此外,通过讨论 LF 数据对 MR-NN 性能的影响,检验了代用模型的鲁棒性。通过比较基于相同高频数据训练的 MR-NN 和单次训练的 FNN 的性能,进一步验证了 MR-NN 的优越性。所有结果表明,所提出的代用模型可以快速、准确地模拟结构砂的各向异性参数。
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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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