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Two-Grid Model Dimension Reduction Technique for Time-Fractional Order and Spacial Fourth-Order Sine-Gordon Equation 时间分数阶和空间四阶正弦-戈登方程的两网格模型降维技术
IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2026-01-08 DOI: 10.1002/nme.70248
Jie Chu, Yuejie Li, Zhendong Luo

This article focuses mainly on the dimensionality reduction for the two-grid Crank-Nicolson (CN) mixed finite element (MFE) (TGCNMFE) model for the temporal fractional-order and spatial fourth-order derivatives sine-Gordon (TFOSFDOSG) equation with actual applied background. To do so, we first split the TFOSFDOSG equation into two nonlinear equations with second-order derivatives by introducing an auxiliary function, and construct the TGCNMFE model through using the CN technique discretizing the time derivatives, and the TGCNMFE method discretizing the space variables. The TGCNMFE model is made up of a nonlinear system on coarser meshes together with a linear system on adequately fine meshes, and can be easy to calculate. Thereafter, most importantly, we create a novel TGCNMFE reduced-dimension (TGCNMFERD) model by means of proper orthogonal decomposition, lowering the dimension of the unknown coefficient vectors of the TGCNMFE solutions, keeping the TGMFE basis functions unchanged, namely keeping the precision unvaried. The main contribution of this article is to theoretically establish the existence, stability, and error estimates of the TGCNMFERD solutions, and in simulation, to confirm the rightness for the obtained theoretical results and the benefit of the TGCNMFERD model through two numerical examples.

本文主要研究了具有实际应用背景的时间分数阶和空间四阶导数正弦-戈登(TFOSFDOSG)方程的两网格Crank-Nicolson (CN)混合有限元(TGCNMFE)模型的降维问题。为此,我们首先通过引入辅助函数将TFOSFDOSG方程分解为两个具有二阶导数的非线性方程,并通过CN技术对时间导数进行离散,TGCNMFE方法对空间变量进行离散,构建TGCNMFE模型。TGCNMFE模型由较粗网格上的非线性系统和较细网格上的线性系统组成,计算方便。然后,最重要的是,我们通过适当的正交分解,降低TGCNMFE解的未知系数向量的维数,保持TGCNMFE基函数不变,即保持精度不变,建立了一种新的TGCNMFE降维模型(TGCNMFERD)。本文的主要贡献在于从理论上建立了TGCNMFERD解的存在性、稳定性和误差估计,并在仿真中通过两个数值算例验证了所得理论结果的正确性和TGCNMFERD模型的有效性。
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引用次数: 0
Length-Scale Effects in Multiscale Structural Optimization Through a Second-Order Homogenization Model 基于二阶均匀化模型的多尺度结构优化中的长度尺度效应
IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2026-01-08 DOI: 10.1002/nme.70239
Nolan Black, Ahmad R. Najafi

Multiscale structural optimization aims to improve structural performance through the simultaneous design of structural layout and local material properties. Through this expanded design space, the complex interactions between microscale and macroscale physics offer new opportunities to improve structural performance at the cost of modeling and computational complexity. In this work, a second-order homogenization model is incorporated into multiscale structural optimization to capture length-scale effects induced by spatially varying microarchitecture. A comprehensive study of the influence of length-scale effects on structural optimization is performed. The approach uses a mixed finite element scheme to analyze the higher-order continuum, recovering the second-order gradients and the higher-order stresses induced by the second-order material model. A second-order homogenization scheme is defined through the method of multiscale virtual power (MMVP). Based on this model, several second-order microstructural material design models are compared, including a solid isotropic material with penalization (SIMP) model, polynomial interpolation, and a neural network (NN) surrogate model. The NN model, trained via finite element analysis of the second-order homogenization problem, is applied in several multiscale structural optimization examples using linear elastic materials. The performance of structures optimized for minimum compliance is compared for several first-order and second-order material models to inform the selection of second-order design models and demonstrate the practical effects of length scale in an optimization context.

多尺度结构优化旨在通过同时设计结构布局和局部材料性能来提高结构性能。通过这种扩展的设计空间,微观尺度和宏观尺度物理之间的复杂相互作用为以建模和计算复杂性为代价提高结构性能提供了新的机会。在这项工作中,二阶均匀化模型被纳入到多尺度结构优化中,以捕捉空间变化的微结构引起的长度尺度效应。对长度尺度效应对结构优化的影响进行了全面的研究。该方法采用混合有限元格式分析高阶连续体,恢复二阶梯度和由二阶材料模型引起的高阶应力。利用多尺度虚功率(MMVP)方法定义了一种二阶均匀化格式。基于该模型,比较了几种二级微结构材料设计模型,包括固体各向同性材料惩罚(SIMP)模型、多项式插值模型和神经网络(NN)代理模型。通过对二阶均匀化问题的有限元分析训练出的神经网络模型,应用于几个使用线弹性材料的多尺度结构优化实例。比较了几种一阶和二阶材料模型下最小柔度优化结构的性能,为二阶设计模型的选择提供参考,并论证了长度尺度在优化环境下的实际效果。
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引用次数: 0
Adaptive Virtual Element Method of Material-Field Series Expansion Topology Optimization and Its Application in Metamaterials 材料场串联展开拓扑优化的自适应虚拟元方法及其在超材料中的应用
IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2026-01-08 DOI: 10.1002/nme.70246
Siqi Zhang, Kai Yang, Bing-Bing Xu

This paper proposes a novel adaptive topology optimization framework that integrates the Virtual Element Method (VEM) with the Material-Field Series Expansion (MFSE). Within the VEM-MFSE framework, we propose a material gradient-driven adaptive strategy, in which elements are refined in regions with higher material density gradients as the MFSE sharpening parameter β$$ beta $$ increases. The proposed topology optimization method fully leverages the VEM's advantages of naturally handling arbitrary polygonal elements with hanging nodes. Additionally, MFSE decouples the design variables from the mesh resolution, leading to notable improvements in both the efficiency and convergence of the adaptive optimization. Numerical examples, including the MBB beam benchmark, demonstrate the accuracy and efficiency compared with the Solid Isotropic Material with Penalty (SIMP) method. In addition, an energy-based homogenization scheme is employed for the topology optimization of periodic metamaterial unit cells, where the analytical sensitivity of the effective stiffness with respect to the MFSE coefficient is derived. The results confirm that the adaptive VEM-MFSE method achieves accurate, high-resolution solutions on coarse meshes. For certain problems, the adaptive strategy significantly enhances the convergence behavior of the VEM-MFSE algorithm. Some relevant code is available at https://www.vemhub.com/code.

本文提出了一种将虚拟元法(VEM)与材料场级数展开(MFSE)相结合的自适应拓扑优化框架。在VEM-MFSE框架内,我们提出了一种材料梯度驱动的自适应策略,其中随着MFSE锐化参数β $$ beta $$的增加,元素在具有较高材料密度梯度的区域进行细化。所提出的拓扑优化方法充分利用了VEM自然处理任意悬节点多边形元素的优势。此外,MFSE将设计变量与网格分辨率解耦,从而显著提高了自适应优化的效率和收敛性。数值算例表明,与固体各向同性材料惩罚法(SIMP)相比,该方法具有较高的精度和效率。此外,采用基于能量的均匀化方法对周期性超材料单元胞进行拓扑优化,推导了有效刚度相对于MFSE系数的解析灵敏度。结果表明,自适应VEM-MFSE方法可以在粗网格上获得精确的高分辨率解。对于某些问题,自适应策略显著提高了VEM-MFSE算法的收敛性能。一些相关的代码可以在https://www.vemhub.com/code上找到。
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引用次数: 0
Special Issue: Computational Science and Engineering for Industry, Sustainability, and Innovation 特刊:工业、可持续性和创新的计算科学与工程
IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2026-01-06 DOI: 10.1002/nme.70250
Matteo Giacomini, Simona Perotto, Gianluigi Rozza

This special issue, dedicated to the inaugural edition of the ECCOMAS-IACM conference series Math 2 Product (M2P), contains eleven articles on frontier topics in Computational Science and Engineering, with a specific focus on next-generation methodologies for industrial problems and sustainability.

这一期特刊是ECCOMAS-IACM系列会议数学2产品(M2P)的创刊号,包含11篇关于计算科学与工程前沿主题的文章,特别关注工业问题和可持续性的下一代方法。
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引用次数: 0
Deep Learning-Based Reduced-Order Modeling of Darcy-Flow Systems With Local Mass Conservation 基于深度学习的局部质量守恒Darcy-Flow系统降阶建模
IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-12-28 DOI: 10.1002/nme.70188
Wietse M. Boon, Nicola R. Franco, Alessio Fumagalli, Paolo Zunino

We propose a new reduced-order modeling (ROM) strategy for tackling parametrized Darcy-flow systems in which the constraint is given by mass conservation. Our approach employs classical neural-network architectures and supervised learning, but it is constructed in such a way that the resulting ROM is guaranteed to satisfy the linear constraints exactly. The procedure is based on a splitting of the solution into a particular solution satisfying the constraint and a homogenous solution. The homogeneous solution is approximated by mapping a suitable potential function, generated by a neural-network model, onto the kernel of the constraint operator. For the particular solution, instead, we propose an efficient spanning-tree algorithm. Starting from this paradigm, we present three approaches that follow this methodology, obtained by exploring different choices of the potential spaces: derived either via proper orthogonal decomposition (POD) or using the properties of a differential complex. To demonstrate the effectiveness of the proposed strategies and to emphasize their advantages over neural-network regression approaches, we present a series of numerical experiments, ranging from mixed-dimensional problems to nonlinear systems.

本文提出了一种基于质量守恒约束的参数化达西流系统降阶建模策略。我们的方法采用经典的神经网络架构和监督学习,但它的构造方式是保证生成的ROM完全满足线性约束。该过程基于将解分解为满足约束条件的特解和齐次解。将神经网络模型生成的合适的势函数映射到约束算子的核上,逼近齐次解。对于特解,我们提出了一种高效的生成树算法。从这个范例开始,我们提出了三种遵循这种方法的方法,通过探索潜在空间的不同选择获得:通过适当正交分解(POD)或使用微分复形的性质推导。为了证明所提出策略的有效性,并强调它们相对于神经网络回归方法的优势,我们提出了一系列数值实验,范围从混合维问题到非线性系统。
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引用次数: 0
Development of a Model Order Reduced Arbitrary Lagrangian Eulerian (MORALE) Formulation for Structures Subjected to Dynamic Moving Loads 动态移动荷载作用下结构模型阶降任意拉格朗日欧拉公式的发展
IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-12-28 DOI: 10.1002/nme.70229
Atul Anantheswar, Jannick Kehls, Ines Wollny, Tim Brepols, Stefanie Reese, Michael Kaliske

Fast and efficient simulation strategies are a basic requirement of technologies such as digital twins. Particularly for roadway infrastructure, recent developments have demonstrated that the arbitrary Lagrangian Eulerian (ALE) formulation can be utilized to improve computational efficiency, when simulating the response of such pavement structures subjected to moving loads. It is also well-established in literature, that model order reduction (MOR) techniques significantly enhance calculation speed. This contribution details the combination of both these tools into a novel model order reduced arbitrary Lagrangian Eulerian (MORALE) formulation. Both hyperelastic and viscoelastic material models are considered in this work. Transient simulations of pavement structures subjected to moving loads are then carried out with the developed framework, and these show a significant enhancement in computational speed and efficiency over conventional simulation techniques. Also in this work, a comprehensive breakdown of the computational costs involved in using the MORALE formulation is provided and analysed. Such an efficient and fast simulation framework is of vital importance in technologies such as digital twins of roadway infrastructure (like pavements), as it enables engineers to quickly run what-if analyses and make informed decisions about the management of the structure under consideration.

快速高效的仿真策略是数字孪生等技术的基本要求。特别是对于道路基础设施,最近的发展表明,在模拟路面结构在移动荷载作用下的响应时,可以利用任意拉格朗日欧拉(ALE)公式提高计算效率。文献也证实了模型降阶(MOR)技术可以显著提高计算速度。这篇文章详细介绍了将这两种工具结合到一个新的模型中,简化任意拉格朗日欧拉(士气)公式。本研究同时考虑了超弹性和粘弹性材料模型。然后使用开发的框架进行了路面结构在移动荷载作用下的瞬态模拟,这些显示出比传统模拟技术在计算速度和效率方面的显着提高。在这项工作中,还提供和分析了使用士气公式所涉及的计算成本的全面细分。这种高效、快速的仿真框架在道路基础设施(如人行道)的数字孪生等技术中至关重要,因为它使工程师能够快速运行假设分析,并对所考虑的结构的管理做出明智的决策。
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引用次数: 0
Kernel Manifolds: Nonlinear-Augmentation Dimensionality Reduction Using Reproducing Kernel Hilbert Spaces 核流形:利用再现核希尔伯特空间的非线性增广降维
IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-12-22 DOI: 10.1002/nme.70230
Alejandro N. Diaz, Jacob T. Needels, Irina K. Tezaur, Patrick J. Blonigan

This paper generalizes recent advances on quadratic manifold (QM) dimensionality reduction by developing kernel methods-based nonlinear-augmentation dimensionality reduction. QMs, and more generally feature map-based nonlinear corrections, augment linear dimensionality reduction with a nonlinear correction term in the reconstruction map to overcome approximation accuracy limitations of purely linear approaches. While feature map-based approaches typically learn a least squares optimal polynomial correction term, we generalize this approach by learning an optimal nonlinear correction from a user-defined reproducing kernel Hilbert space. Our approach allows one to impose arbitrary nonlinear structure on the correction term, including polynomial structure, and includes feature map and radial basis function-based corrections as special cases. Furthermore, our method has relatively low training cost and has monotonically decreasing error as the latent space dimension increases. We compare our approach to proper orthogonal decomposition and several recent QM approaches on data from several example problems.

本文通过发展基于核方法的非线性增维降维,概括了二次流形降维研究的最新进展。QMs,以及更普遍的基于特征地图的非线性校正,在重建地图中增加非线性校正项来增加线性降维,以克服纯线性方法的近似精度限制。虽然基于特征映射的方法通常学习最小二乘最优多项式校正项,但我们通过从用户定义的重现核希尔伯特空间学习最优非线性校正来推广这种方法。我们的方法允许在校正项上施加任意非线性结构,包括多项式结构,并将特征映射和基于径向基函数的校正作为特殊情况。此外,该方法的训练成本相对较低,误差随潜在空间维数的增加而单调减小。我们比较了我们的方法与适当正交分解和一些最近的QM方法对来自几个例子问题的数据。
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引用次数: 0
Efficient Computational Strategies for Higher-Order Homogenisation of Large-Scale Unit Cell Models 大规模单元胞模型高阶均质化的高效计算策略
IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-12-22 DOI: 10.1002/nme.70236
Athira Anil Kumar, Aewis K. W. Hii, Bassam El Said

Multiscale modelling methods are important for accurately predicting the behaviour of complex, heterogeneous materials. First-order homogenisation (1OH) has been widely used in this context but shows limitations in cases where the microstructural length scale becomes comparable to the macrostructural length scale, such as in the case of woven composites. To address these limitations, second-order homogenisation (2OH) methods have been developed which incorporate higher-order deformation gradients into the formulation of the RVE boundary value problem. However, the computational cost and memory requirements of 2OH, particularly in large-scale simulations, pose significant challenges due to dense constraint matrices and non-scalable operations. This paper presents computational solutions aimed at overcoming these bottlenecks, enabling the efficient application of 2OH to large-scale RVE models. We introduce a predictor–corrector scheme that replaces the conventional direct displacement method in the downscaling process, significantly reducing runtime and memory usage. For upscaling, we identify memory bottlenecks during the evaluation of constitutive tangents, where we highlight limitations of conventional approaches and evaluate alternatives to provide recommendations for large-scale RVE models. The methods are implemented on a 3D woven composite RVE, and the results demonstrate a significant reduction in computational time and memory requirements.

多尺度建模方法对于准确预测复杂非均质材料的行为非常重要。一阶均质化(1OH)在这种情况下被广泛使用,但在微观结构长度尺度与宏观结构长度尺度相当的情况下,例如在编织复合材料的情况下,它显示出局限性。为了解决这些限制,二阶均质化(2OH)方法已经被开发出来,它将高阶变形梯度纳入RVE边值问题的公式中。然而,2OH的计算成本和内存需求,特别是在大规模模拟中,由于密集的约束矩阵和不可扩展的操作,带来了重大挑战。本文提出了旨在克服这些瓶颈的计算解决方案,使2OH能够有效地应用于大规模RVE模型。我们引入了一种预测校正方案,在降尺度过程中取代了传统的直接位移方法,显著减少了运行时和内存的使用。对于升级,我们在评估本质切线时确定了内存瓶颈,其中我们强调了传统方法的局限性,并评估了为大规模RVE模型提供建议的替代方法。在三维编织复合材料RVE上实现了该方法,结果表明计算时间和内存需求显著减少。
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引用次数: 0
Efficient and Accurate Computation of Arbitrary-Order Eigenpair Sensitivities Using Hypercomplex Automatic Differentiation 利用超复自动微分高效准确地计算任意阶特征对灵敏度
IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-12-22 DOI: 10.1002/nme.70245
Juan C. Velasquez-Gonzalez, Mauricio Aristizabal, Juan David Navarro, Harry R. Millwater, David Restrepo

Eigenvalue and eigenvector sensitivities with respect to design parameters are crucial for advancing design, optimization, and uncertainty quantification in structural systems. This paper introduces a novel, efficient, and general numerical method for computing arbitrary-order sensitivities of eigenpairs in self-adjoint undamped and underdamped systems. The proposed approach integrates Hypercomplex Automatic Differentiation (HYPAD) with a residual-based formulation to compute sensitivities with machine precision. Sensitivities are calculated in ascending order by solving a sequence of linear systems that share a common coefficient matrix. The method preserves the sparsity of the mass and stiffness matrices, allowing for efficient factorization and compatibility with current sparse direct solvers. The methodology is demonstrated through a numerical example under both undamped and underdamped conditions. Up to tenth-order sensitivities are computed with respect to multiple material and geometric parameters, showing excellent agreement with analytical solutions. Runtime analysis confirms that the computational cost per derivative remains constant, regardless of the order, underscoring the method's efficiency. Overall, the proposed approach offers a scalable and accurate framework for sensitivity analysis in large-scale eigenvalue problems.

特征值和特征向量对设计参数的敏感性对于推进结构系统的设计、优化和不确定性量化至关重要。本文介绍了一种新的、有效的、通用的计算自伴随无阻尼和欠阻尼系统特征对任意阶灵敏度的数值方法。该方法将超复杂自动微分(Hypercomplex Automatic Differentiation, HYPAD)与基于残差的公式相结合,以机器精度计算灵敏度。灵敏度是通过求解一系列具有共同系数矩阵的线性系统按升序计算的。该方法保留了质量和刚度矩阵的稀疏性,允许有效的因式分解并与当前的稀疏直接求解器兼容。通过无阻尼和欠阻尼条件下的数值算例对该方法进行了验证。对多种材料和几何参数计算了高达十阶的灵敏度,结果与解析解非常吻合。运行时分析证实,无论顺序如何,每个导数的计算成本保持不变,强调了该方法的效率。总的来说,该方法为大规模特征值问题的灵敏度分析提供了一个可扩展和精确的框架。
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引用次数: 0
Improvement of Accuracy and Stability of EMPS Method With a New Equation of State 用新的状态方程提高EMPS方法的精度和稳定性
IF 2.9 3区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2025-12-21 DOI: 10.1002/nme.70242
Jinchen Gao, Gen Li, Jinshi Wang, Peitao Yao, Junjie Yan

The explicit moving particle simulation (EMPS) method, due to its pressure calculation through the equation of state, has high computational efficiency and broad prospects for engineering applications. However, the conventional EMPS method has issues of numerical instability such as high-frequency oscillations and discontinuous distributions of pressure. In this paper, to improve the accuracy and stability of numerical simulations, an enhanced δMPS-EMPS method was proposed, in which a new enhanced equation of state and a diffusion term of particle number density were developed. The new enhanced equation of state includes the terms of the velocity divergence and the particle number density. It describes the relationship between pressure and fluid density through the changes in the velocity field and the particle number density field, resulting in a smooth pressure. It is worth noting that the artificial bulk modulus K in this equation is accurately calibrated using the specified pressure field calculated by the MPS method at the first time step. Additionally, the particle number density is corrected by introducing a diffusion term into the mass conservation equation. This approach can reduce high-frequency pressure oscillations by filtering out non-physical density fluctuations. The proposed method was evaluated and validated through simulations of four benchmark cases, including a hydrostatic pressure tank, the deformation of an elliptical droplet, the Taylor-Green vortex flow, the 2D water dam-break flow, and the evolution of a square patch of fluid. The simulation results proved the effectiveness and robustness of the enhanced δMPS-EMPS method.

显式运动粒子模拟(EMPS)方法通过状态方程计算压力,具有较高的计算效率和广阔的工程应用前景。然而,传统的EMPS方法存在数值不稳定性问题,如高频振荡和压力的不连续分布。为了提高数值模拟的精度和稳定性,本文提出了一种增强型δMPS-EMPS方法,其中建立了新的增强型状态方程和粒子数密度扩散项。新的增强状态方程包括速度散度项和粒子数密度项。它通过速度场和粒子数密度场的变化来描述压力与流体密度的关系,从而得到光滑的压力。值得注意的是,公式中的人工体积模量K是在第一时间步使用MPS法计算的规定压力场进行精确校准的。此外,通过在质量守恒方程中引入扩散项来修正粒子数密度。这种方法可以通过过滤掉非物理密度波动来减少高频压力振荡。通过静液压力罐、椭圆液滴变形、Taylor-Green涡旋流、二维溃坝流和方形块流体演化四种基准情况的模拟,对所提方法进行了评估和验证。仿真结果证明了改进的δMPS-EMPS方法的有效性和鲁棒性。
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引用次数: 0
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International Journal for Numerical Methods in Engineering
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