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A physics-informed meta-learning framework for the continuous solution of parametric PDEs on arbitrary geometries 任意几何参数偏微分方程连续解的物理信息元学习框架
IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2026-02-01 DOI: 10.1016/j.compstruc.2026.108102
Reza Najian Asl , Yusuke Yamazaki , Kianoosh Taghikhani , Mayu Muramatsu , Markus Apel , Shahed Rezaei
In this work, we introduce implicit Finite Operator Learning (iFOL) for the continuous and parametric solution of partial differential equations (PDEs) on arbitrary geometries. We propose a physics-informed encoder-decoder network to establish the mapping between continuous parameter and solution spaces. The decoder constructs the parametric solution field by leveraging an implicit neural field network conditioned on a latent or feature code. Instance-specific codes are derived through a PDE encoding process based on the second-order meta-learning technique. iFOL employs a purely physics-informed loss function derived via the Method of Weighted Residuals. The predicted neural field serves as the test function, resulting in the backpropagation of discrete residuals during the PDE encoding and decoding stages.
Compared to the state-of-the-art neural operators, iFOL introduces several key innovations: (1) it bypasses the costly multi-network and supervised encode–process–decode pipeline of conditional neural fields for parametric PDEs; (2) it yields accurate parametric fields and solution-to-parameter gradients, enabling efficient sensitivity analysis regardless of response count; (3) it effectively captures sharp solution discontinuities, which are often challenging for some neural operator models; and (4) it is mesh and geometry agnostic, enabling zero-shot generalization to arbitrary domains. We critically assess these features and analyze the network’s ability to generalize to unseen samples across both stationary and transient PDEs. The method is also compared against baseline operator-learning approaches, demonstrating its potential for tackling complex problems in computational mechanics.
在这项工作中,我们引入隐式有限算子学习(iFOL)用于任意几何上的偏微分方程(PDEs)的连续和参数解。我们提出了一个物理信息的编码器-解码器网络来建立连续参数和解空间之间的映射。解码器通过利用以潜在码或特征码为条件的隐式神经场网络构建参数解域。实例特定代码是通过基于二阶元学习技术的PDE编码过程派生的。iFOL采用通过加权残差法导出的纯物理信息损失函数。预测的神经场作为测试函数,导致PDE编码和解码阶段的离散残差反向传播。与最先进的神经算子相比,iFOL引入了几个关键的创新:(1)它绕过了参数pde的条件神经域的昂贵的多网络和监督编码-处理-解码管道;(2)它产生准确的参数场和解-参数梯度,无论响应计数如何,都可以进行有效的灵敏度分析;(3)有效捕获尖锐的解不连续点,这对某些神经算子模型来说是一个挑战;(4)与网格和几何无关,可以对任意域进行零次泛化。我们批判性地评估了这些特征,并分析了网络在平稳和瞬态pde中推广到未见样本的能力。该方法还与基准算子学习方法进行了比较,证明了其在解决计算力学中的复杂问题方面的潜力。
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引用次数: 0
A relative configuration vector method for solving geometrically exact beam problems 求解几何精确梁问题的一种相对构型向量法
IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2026-02-01 DOI: 10.1016/j.compstruc.2026.108119
Ziheng Huang , Ju Chen , Shixing Liu , Yongxin Guo
The geometrically exact beam problems are often solved based on total Lagrangian method and updated Lagrangian method. However, these methods are prone to singularities and poor convergence when dealing with large deformations. The relative configuration vector method is proposed to obtain a singularity-free solution of the static equilibrium equations even for models with large deformation. First, the kinematic description of geometrically exact beams based on Lie group SE(3) is presented, along with an SE(3)-interpolation for the beam elements. The advantages of SE(3)-interpolation, such as objectivity and shear-locking-free behavior are then discussed. Next, an interpolation scheme for the variation of the average convective strain is derived, which allows for the computation of strain operators and static equilibrium equations without introducing complex operators. Subsequently, a detailed comparison is made among the three computing methods in terms of singularities, equivalence conditions for multivariable substitution, and the tangent stiffness matrix. Theoretically, the relative configuration vector method can inherently avoid the logarithm map and thereby eliminates the associated singularities. Finally, numerical examples are taken to show that the proposed relative configuration vector method avoids singularities and enhances convergence behavior under large deformations compared with the total and updated Lagrangian methods.
几何精确梁问题通常采用全拉格朗日法和更新拉格朗日法求解。然而,这些方法在处理大变形时容易出现奇异性,收敛性差。针对大变形模型,提出了相对组态向量法求解静力平衡方程的无奇点解。首先,提出了基于李群SE(3)的几何精确梁的运动学描述,并对梁单元进行了SE(3)插值。讨论了SE(3)插值的客观性和无剪切锁定特性等优点。其次,推导了平均对流应变变化的插值格式,该格式允许在不引入复算符的情况下计算应变算符和静力平衡方程。随后,从奇异性、多变量代换的等价条件、切向刚度矩阵等方面对三种计算方法进行了详细的比较。从理论上讲,相对构型向量法可以固有地避免对数映射,从而消除相关的奇异性。最后,通过数值算例表明,与全拉格朗日方法和改进的拉格朗日方法相比,所提出的相对组态向量方法避免了奇异性,提高了大变形下的收敛性。
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引用次数: 0
Model order reduction for fully coupled thermoelastic problems with non-linear temperature field 非线性温度场全耦合热弹性问题的模型阶降
IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2026-02-01 DOI: 10.1016/j.compstruc.2026.108117
Ganesh S. Pawar , Amar K. Gaonkar , Salil S. Kulkarni
In structural mechanics, thermomechanical coupling is essential for assessing the performance and safety of engineering systems. Finite element analysis is commonly used to model such problems; however, its high computational cost, particularly in non-linear scenarios, limits efficiency. This study introduces a hybrid reduced order model framework to address thermoelastic problems where the thermal part exhibits non-linearity while the mechanical part remains linear. The proposed hybrid reduced order model approach integrates reduction of the mechanical part using a modal or a Krylov bases while maintaining the thermal field at full-scale dimensions. In addition, a complete reduction is performed, where reduction of the thermal part is achieved through a two-tier process: proper orthogonal decomposition for primary reduction, followed by hyper-reduction techniques such as the energy conserving sampling and weighting and the discrete empirical interpolation method. Four distinct reduced order models are developed by combining different reduction techniques for the reduction of mechanical and thermal parts. The methodology is validated using 2D thermoelastic problems, demonstrating both accuracy and computational efficiency. Using nondimensional equations, an additional study is carried out to assess the influence of coupling on the sizes of different reduction quantities. This work advances reduced order model strategies for fully coupled physics problems.
在结构力学中,热-机械耦合对于评估工程系统的性能和安全性至关重要。有限元分析通常用于模拟这类问题;然而,它的高计算成本,特别是在非线性场景下,限制了效率。本研究引入了一种混合降阶模型框架来解决热弹性问题,其中热部分呈现非线性,而机械部分保持线性。提出的混合降阶模型方法集成了使用模态或Krylov基的机械部分的简化,同时保持热场在全尺寸尺寸。此外,还进行了完全的还原,其中热部分的还原是通过两层过程实现的:适当的正交分解用于初级还原,然后是超还原技术,如节能采样和加权以及离散经验插值方法。通过结合不同的减少技术,开发了四种不同的减少顺序模型,以减少机械和热部件。通过二维热弹性问题验证了该方法的准确性和计算效率。利用无量纲方程,进一步研究了耦合对不同约化量大小的影响。这项工作提出了全耦合物理问题的降阶模型策略。
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引用次数: 0
Efficient optimization of clutched inerter dampers using mixed Lagrangian formalism 采用混合拉格朗日形式的离合器式阻尼器的有效优化
IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2026-02-01 DOI: 10.1016/j.compstruc.2026.108121
Yixuan Zhang , Oren Lavan , Christian Málaga-Chuquitaype
Clutched Inerter Dampers integrate inerters with one-way clutches and dampers, enabling the inerters to disengage from the host structure and dissipate energy, suppressing undesirable energy feedback and avoiding the direct alteration of the structural period, making clutched inerter dampers particularly attractive for vibration mitigation and energy harvesting applications. However, the nonlinearity and discontinuity introduced by clutch engagement-disengagement mechanisms pose significant challenges for their accurate numerical modelling and optimization-based design. Existing optimization approaches for such systems are predominantly based on simplified or linearised numerical models, or on exhaustive parameter scanning, which either fail to capture the true nonlinear behaviour or become impractical for realistic design spaces.
We present an adjoint-based, gradient-driven optimization framework for structures equipped with clutched inerter dampers in which the Mixed Lagrangian Formalism is employed as the time-integration scheme. Within the proposed framework, the nonlinear behaviour of clutched inerter dampers is fully captured, while computational efficiency and numerical robustness are achieved through the Mixed Lagrangian Formalism, which reduces the cost of individual response-history analyses and enhances stability in the presence of non-smooth dynamics. In addition, adjoint-based sensitivity analysis significantly decreases the number of simulations required during the optimization process. The framework enables efficient optimization of design parameters as demonstrated through a series of representative case studies. Our results show that, despite strong nonlinearity and discontinuous system responses, analytical gradients can be consistently derived, leading to substantial reductions in computational cost and improved optimization efficiency.
While the actual performance may be influenced by the characteristics of the design landscape and the choice of initial conditions, the proposed framework provides a robust and extensible basis for further methodological developments. It can be readily extended in future work to accommodate alternative optimization strategies or enhanced formulations.
离合器式减振器将减振器与单向离合器和减振器集成在一起,使减振器能够脱离主机结构并消散能量,抑制不希望的能量反馈,避免结构周期的直接改变,使离合器式减振器在减振和能量收集应用中特别有吸引力。然而,离合器接合-分离机构所带来的非线性和不连续给其精确的数值建模和优化设计带来了重大挑战。现有的优化方法主要是基于简化或线性化的数值模型,或穷举参数扫描,这些方法要么无法捕获真正的非线性行为,要么对现实的设计空间不切实际。我们提出了一种基于伴随的梯度驱动优化框架,该框架采用混合拉格朗日形式作为时间积分方案。在提出的框架内,离合器干涉阻尼器的非线性行为被完全捕获,同时通过混合拉格朗日形式实现计算效率和数值鲁棒性,从而减少了个体响应历史分析的成本,并提高了存在非光滑动力学时的稳定性。此外,基于伴随的灵敏度分析显著减少了优化过程中所需的模拟次数。通过一系列具有代表性的案例研究,该框架能够有效地优化设计参数。我们的研究结果表明,尽管有很强的非线性和不连续的系统响应,分析梯度可以一致地推导出来,从而大大降低了计算成本,提高了优化效率。虽然实际性能可能受到设计景观特征和初始条件选择的影响,但拟议的框架为进一步的方法发展提供了坚实和可扩展的基础。它可以很容易地扩展在未来的工作,以适应替代的优化策略或增强的配方。
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引用次数: 0
Multi-material floating projection topology optimization of thermo-mechanical structures using a linear material model 基于线性材料模型的热机械结构多材料漂浮投影拓扑优化
IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2026-02-01 DOI: 10.1016/j.compstruc.2026.108122
Chenfei Cao , Jie Hu , Xiaodong Huang , Xing Chen , Wenkang Cao , Jiachun Li
The traditional single-material topology optimization struggle to achieve optimal objective performance of thermo-mechanical structures, as they fail to enable free selection and combination of multiple materials in multi-material systems. To address this challenge, this paper proposes an efficient multi-material floating projection topology optimization method for thermo-mechanical structures. By integrating a linear material interpolation model with thermal stress coefficients, the proposed approach simultaneously addresses the issues of design dependence on thermoelastic loads and material parasitism in low-density regions. Besides, the developed thermo-mechanical coupled optimization framework incorporates combined thermal and mechanical loads, employs a single mass constraint to minimize structural compliance, and eliminates the need for conventional multiple volume constraints. Some 2D and 3D benchmark numerical examples confirm that the proposed method eliminates the need for selecting complex optimization parameters, such as multi-material penalty factors, yielding smoother topological configurations with more compact structures and more rational thermo-mechanical transfer performance. Notably, the proposed approach enables adaptive retention or removal of multi-material topological phases in structures under a single mass constraint, outperforming those conventional designs with multiple volume constraints and single-material designs of equal mass. The presented results provide valuable insights into multi-physics topology optimization and the design of composite engineering structures.
传统的单材料拓扑优化无法实现多材料系统中多种材料的自由选择和组合,难以实现热机械结构的最优目标性能。为了解决这一问题,本文提出了一种高效的多材料浮动投影拓扑优化方法。通过将线性材料插值模型与热应力系数相结合,该方法同时解决了设计依赖于热弹性载荷和低密度区域材料寄生的问题。此外,所开发的热-机械耦合优化框架结合了热载荷和机械载荷,采用单一质量约束最小化结构顺应性,消除了传统的多个体积约束的需要。一些二维和三维的基准数值算例证实,该方法无需选择复杂的优化参数,如多材料惩罚因子,可以获得更光滑的拓扑构型,结构更紧凑,传热性能更合理。值得注意的是,该方法能够在单一质量约束下自适应保留或去除结构中的多材料拓扑相,优于具有多个体积约束和等质量单材料设计的传统设计。所提出的结果为多物理场拓扑优化和复合材料工程结构的设计提供了有价值的见解。
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引用次数: 0
Physics-Informed neural network based inversion and prediction of natural chloride diffusion in uncracked and cracked concrete systems 基于物理信息神经网络的天然氯化物在未开裂和开裂混凝土体系中的扩散反演与预测
IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2026-02-01 DOI: 10.1016/j.compstruc.2026.108120
Zhewen Huang , Senlin Xie , Kasyapa Sriram Kompella , Estefanía Cuenca , Stefano Mariani , Liberato Ferrara
Studying chloride diffusion in concrete is essential for predicting structural durability and designing corrosion-resistant materials and structures. While analytical models and finite element methods can simulate diffusion, they typically require large and high-quality datasets and do not possess advantages in parameter identification. Physics-Informed Neural Network, which integrates Fick 2nd law with initial and boundary conditions, offer a promising alternative. It not only replicates diffusion behavior accurately but also enhances the fitting of experimental data via a data-driven loss term and enable inverse estimation of diffusion related parameters. This paper outlines three key advantages of using this new method for problem-solving about chloride diffusion in concrete: (1) robustness to noise and low data requirements for one-dimensional inverse estimation of diffusion coefficients; (2) strategy integrates data, physics, and engineering insights for parameter inversion.; and (3) extended physics-informed frameworks with weak constraints for cracked concrete. Overall, Physics-Informed Neural Network provides a robust numerical tool for efficient durability assessment and the design of corrosion-resistant and resilient concrete structures. For self-healing concrete, the proposed framework effectively estimates diffusion coefficient in healed crack and accurately predicts long-term diffusion behavior, contributing to the optimal design and evaluation of self-healing materials.
研究氯离子在混凝土中的扩散对预测结构耐久性和设计耐腐蚀材料和结构具有重要意义。虽然分析模型和有限元方法可以模拟扩散,但它们通常需要大而高质量的数据集,并且在参数识别方面不具有优势。物理信息神经网络将菲克第二定律与初始条件和边界条件相结合,提供了一个有希望的替代方案。它不仅准确地复制了扩散行为,而且通过数据驱动的损失项增强了实验数据的拟合,并实现了扩散相关参数的逆估计。本文概述了使用这种新方法解决混凝土中氯离子扩散问题的三个主要优点:(1)对噪声的鲁棒性和对扩散系数一维逆估计的低数据要求;(2)整合数据、物理和工程见解的参数反演策略;(3)裂缝混凝土的弱约束扩展物理信息框架。总的来说,物理信息神经网络为有效的耐久性评估和耐腐蚀和弹性混凝土结构的设计提供了一个强大的数值工具。对于自愈混凝土,所提出的框架能有效估计自愈裂缝中的扩散系数,准确预测自愈材料的长期扩散行为,有助于自愈材料的优化设计和评价。
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引用次数: 0
Modelling interface damage in masonry structures under cyclic loading conditions with cohesive fracture and regularized friction 循环加载条件下含黏聚破坏和正则化摩擦砌体结构界面损伤的模拟
IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2026-02-01 DOI: 10.1016/j.compstruc.2026.108116
G. Cera , J.G. Rots , A.T. Slobbe , F. Messali
An existing interface material model for quasi-brittle fracture, originally developed within the Discrete Element Method framework, is implemented and enhanced for use in implicit Finite Element analyses of unreinforced masonry structures. The model captures mixed-mode fracture in tension-shear and combines cohesion with Coulomb friction in compression-shear. To address convergence issues arising when loading–unloading takes place, due to a discontinuity in the traction–separation relation, a regularization of the frictional contribution is proposed. A new model parameter is introduced and a calibration procedure to ensure numerical robustness and objectivity is presented. Furthermore, the consistent tangent stiffness matrix is derived to improve convergence in full-scale simulations. The improved model is applied within a simplified micromodelling approach to simulate the in-plane cyclic response of 2D masonry structures, including a shear wall and a spandrel subjected to a combination of horizontal and vertical actions. The results demonstrate that the model accurately reproduces key aspects of masonry behaviour, including stiffness degradation, energy dissipation, and crack patterns, while maintaining robustness and efficiency in complex cyclic loading scenarios.
现有的准脆性断裂界面材料模型,最初是在离散单元法框架内开发的,被实现并增强用于非加筋砌体结构的隐式有限元分析。该模型采用拉剪混合断裂模式,压缩剪切结合黏聚力和库仑摩擦。为了解决加载-卸载发生时由于牵引-分离关系的不连续而引起的收敛问题,提出了摩擦贡献的正则化方法。为了保证数值的鲁棒性和客观性,引入了一个新的模型参数,并给出了一个校正过程。此外,为了提高全尺寸仿真的收敛性,导出了一致的切线刚度矩阵。将改进的模型应用于简化的微建模方法中,以模拟二维砌体结构(包括剪力墙和拱肩)在水平和垂直共同作用下的面内循环响应。结果表明,该模型准确地再现了砌体行为的关键方面,包括刚度退化、能量耗散和裂缝模式,同时在复杂的循环加载场景下保持鲁棒性和效率。
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引用次数: 0
The isogeometric boundary element algorithm for solving the plane strain problem of an elastic matrix containing an open material surface of arbitrary shape 求解含有任意形状开放材料表面的弹性矩阵平面应变问题的等几何边界元算法
IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2026-02-01 DOI: 10.1016/j.compstruc.2026.108124
Rohit Satish Patil , Zhilin Han , Sofia G. Mogilevskaya
The paper presents the Isogeometric Boundary Element Method (IGABEM) for solving the plane strain problem of an isotropic linearly elastic matrix containing an open material surface of arbitrary shape. Theoretical developments are based on the use of the Gurtin-Murdoch model of material surfaces. The governing equations and the boundary conditions for the problem are reviewed, and analytical integral representations for the elastic fields everywhere in the material system are presented in terms of unknown traction jumps across the surface. To find the jumps, the problem is reduced to a system of singular boundary integral equations in terms of two unknown scalar components of the surface stress tensor. The system is solved numerically using the developed IGABEM algorithm in which Non-Uniform Rational B-Splines functions are used to approximate the unknowns. The main steps of the algorithm are discussed and convergence studies are performed. Two benchmark problems involving the matrix subjected to a uniform far-field load and containing a surface along (i) a straight segment and (ii) a circular arc are used for validation. Numerical examples are presented to illustrate the influence of governing parameters with a focus on the influence of curvature variation.
本文提出了求解含有任意形状开放材料表面的各向同性线弹性矩阵平面应变问题的等几何边界元法。理论发展是基于材料表面的Gurtin-Murdoch模型的使用。回顾了该问题的控制方程和边界条件,并给出了材料系统中各处的弹性场在未知表面上的牵引力跳跃的解析积分表示。为了找到跳跃点,将问题简化为一个奇异边界积分方程组,该方程组包含两个未知的表面应力张量的标量分量。采用IGABEM算法对系统进行数值求解,该算法采用非均匀有理b样条函数近似未知量。讨论了该算法的主要步骤,并进行了收敛性研究。两个基准问题涉及到受均匀远场载荷的矩阵,并包含沿(i)直线段和(ii)圆弧的表面,用于验证。数值算例说明了控制参数的影响,重点讨论了曲率变化的影响。
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引用次数: 0
Explicit topology optimization of multi-material multi-scale structures with embedded piezoelectric active buckling control 基于嵌入式压电主动屈曲控制的多材料多尺度结构显式拓扑优化
IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2026-02-01 DOI: 10.1016/j.compstruc.2026.108115
Weisheng Zhang , Xiaoye Yan , Xiaoyu Zhuang , Chunli Zhang
This study proposes an explicit topology optimization method based on Moving Morphable Components (MMC) to enhance structural stability. This method employs piezoelectric actuation to actively enhance the anti-buckling capacity of multi-material and multi-scale piezoelectric active structures. A force-electric decoupled analysis model is adopted to analyze the buckling characteristics induced by mechanical loading under specific electrical conditions. The objective function aims to maximize the critical buckling load factor (BLF) of piezoelectric active structures. The design variables in the simultaneous optimization include the distribution of the macro/micro-piezoelectric materials and elastic materials. By optimizing the material distribution, the strain generated by electrically stimulated piezoelectric materials can suppress buckling instability actively in response to sudden extreme loads. Numerical examples demonstrate the effectiveness of the proposed approach.
为了提高结构的稳定性,提出了一种基于移动可变形构件的显式拓扑优化方法。该方法利用压电驱动主动增强多材料、多尺度压电主动结构的抗屈曲能力。采用力电解耦分析模型,分析了特定电条件下机械载荷引起的屈曲特性。目标函数旨在使压电主动结构的临界屈曲载荷因子(BLF)最大化。同时优化的设计变量包括宏/微压电材料和弹性材料的分布。通过优化材料分布,电刺激压电材料产生的应变能够有效抑制突发极端载荷下的屈曲失稳。数值算例验证了该方法的有效性。
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引用次数: 0
A new concept for initialization of single-step time integration algorithms: Eliminating pesky high-frequency overshooting behavior 单步时间积分算法初始化的新概念:消除讨厌的高频超调行为
IF 4.8 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Pub Date : 2026-02-01 DOI: 10.1016/j.compstruc.2026.108137
Yazhou Wang , Dean Maxam , Kumar Tamma , Nikolaus Adams , Tao Xue
In this paper, we propose a new concept of a modified initialization for three-value single-step time integration algorithms in structural dynamics problems. High-frequency spurious modes have long been recognized as a primary cause of undesirable overshooting in numerical time integration. This undesired overshooting behavior has attracted sustained research interest over the past several decades, particularly in the context of linear multi-step and equivalent single-step methods, with the aim of mitigating such adverse effects. Unfortunately, these deleterious aspects have been an issue for the research community at large. We present a novel and simple methodology to completely circumvent and resolve the issue of overshooting that can be straightforwardly implemented in research and commercial software. The primary contribution is a modified initialization procedure that is necessary and completely eliminates overshooting under arbitrary conditions, and preserves the global second-order time accuracy. The theoretical framework and design principles are demonstrated under the umbrella of the Generalized Single-Step Single-Solve computational framework for second-order time-dependent problems (GS4-II), which encompasses several new and improved designs and includes subsets such as HHT-α, TPO/G-α, WBZ, etc. We introduce a novel conceptual framework and a straightforward implementation architecture for the new concept of modified initialization data with clear mathematical and physical interpretations, which fully eliminates overshooting in these schemes for all application scenarios. Numerical analyses and various illustrative examples confirm that the proposed approach completely eliminates overshooting across a broad spectrum of three-value single-step methods and preserves second-order time accuracy, marking a significant advance in single-step time integration algorithms.
针对结构动力学问题中的三值单步时间积分算法,提出了一种改进初始化的新概念。在数值时间积分中,高频杂散模式一直被认为是造成超调的主要原因。在过去的几十年里,这种不受欢迎的超调行为引起了持续的研究兴趣,特别是在线性多步骤和等效单步骤方法的背景下,目的是减轻这种不利影响。不幸的是,这些有害的方面一直是整个研究界的一个问题。我们提出了一种新颖而简单的方法来完全规避和解决超调问题,可以直接在研究和商业软件中实现。主要贡献是修改了初始化过程,这是必要的,并且完全消除了任意条件下的超调,并保留了全局二阶时间精度。在二阶时间相关问题的广义单步单解计算框架(GS4-II)的框架下展示了理论框架和设计原则,该框架包含了几个新的和改进的设计,包括HHT-α, TPO/G-α, WBZ等子集。我们为修改初始化数据的新概念引入了一个新颖的概念框架和一个简单的实现架构,具有清晰的数学和物理解释,完全消除了这些方案在所有应用场景中的过调。数值分析和各种示例证实,该方法完全消除了三值单步方法的过调,并保持了二阶时间精度,标志着单步时间积分算法的重大进步。
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引用次数: 0
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