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A reduced-order finite element formulation for the geometrically nonlinear dynamic analysis of viscoelastic structures based on the fractional-order derivative constitutive relation 基于分数阶导数构成关系的粘弹性结构几何非线性动态分析的降阶有限元计算方法
IF 2.2 3区 工程技术 Q2 MECHANICS Pub Date : 2024-08-27 DOI: 10.1007/s00419-024-02680-9
Rajidi Shashidhar Reddy, Satyajit Panda

In this paper, a formulation of reduced-order finite element (FE) model is presented for geometrically nonlinear dynamic analysis of viscoelastic structures based on the fractional-order derivative constitutive relation and harmonic balance method. The main focus is to formulate the nonlinear reduced-order models (ROMs) in the time and frequency domain without involving the corresponding full-order FE models, and it is carried out by means of a special factorization of the nonlinear strain–displacement matrix. Furthermore, a methodology for the enrichment of reduction basis (RB) over that obtained from conventional approaches is presented where the proper orthogonal decomposition method is utilized by comprising the correlation matrix as the union of stiffness-normalized reduction basis vectors and the corresponding static derivatives. The results reveal a significantly reduced computational time due to the formulation of the nonlinear ROMs without involving the full-order FE model. A good accuracy of the nonlinear ROMs of viscoelastic structures is also achieved through the present method of enrichment of RB.

本文基于分数阶导数构成关系和谐波平衡法,提出了一种用于粘弹性结构几何非线性动态分析的降阶有限元(FE)模型。主要重点是在不涉及相应全阶有限元模型的情况下,在时域和频域建立非线性降阶模型(ROM),并通过对非线性应变-位移矩阵进行特殊因式分解来实现。此外,与传统方法相比,还提出了一种丰富还原基(RB)的方法,即利用适当的正交分解方法,将相关矩阵作为刚度归一化还原基向量和相应静态导数的结合。结果表明,由于采用了非线性 ROM,而不涉及全阶 FE 模型,因此大大缩短了计算时间。通过目前的 RB 富化方法,粘弹性结构的非线性 ROM 也达到了良好的精度。
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引用次数: 0
Mechanic-electro coupling overlapping finite element method for piezoelectric structures 压电结构的机电耦合重叠有限元法
IF 2.2 3区 工程技术 Q2 MECHANICS Pub Date : 2024-08-23 DOI: 10.1007/s00419-024-02677-4
Liming Zhou, Yanzhe Wang, Yingbin Chai

The mechanic-electro coupling overlapping finite element method (OFEM) is proposed to improve the accuracy in solving the mechanical characteristics of piezoelectric structures. Based on the basic equations and boundary conditions of piezoelectric materials, overlapping triangle elements are used to discretize the solution domain of piezoelectric structures, and the displacement function and potential function of the mechanic-electro coupling OFEM are constructed through local interpolation. The control equation of the mechanic-electro coupling OFEM is derived using the variation principle. The accuracy and validity of this method are verified by comparing with the reference solution and analytical solution in patch test and piezoelectric patch bending test. The static characteristics of the cantilever-typed piezoelectric sensor model, the rectangular plate with one-sided piezoelectric patch configuration, and the hole-containing piezoelectric energy harvester model are analyzed. The mechanic-electro coupling OFEM has high engineering value and broad application prospects in analyzing the structural mechanical properties of intelligent piezoelectric components.

为提高压电结构力学特性的求解精度,提出了机电耦合重叠有限元法(OFEM)。基于压电材料的基本方程和边界条件,采用重叠三角形元素对压电结构的求解域进行离散,并通过局部插值构建机电耦合 OFEM 的位移函数和势函数。利用变分原理导出了机电耦合 OFEM 的控制方程。通过在贴片测试和压电贴片弯曲测试中与参考解和分析解的比较,验证了该方法的准确性和有效性。分析了悬臂式压电传感器模型、带单面压电贴片结构的矩形板以及含孔压电能量收集器模型的静态特性。机电耦合 OFEM 在分析智能压电元件的结构力学特性方面具有很高的工程价值和广阔的应用前景。
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引用次数: 0
Mathematical modeling of free vibration of star-shaped auxetic rectangular plate 星形辅助矩形板自由振动的数学建模
IF 2.2 3区 工程技术 Q2 MECHANICS Pub Date : 2024-08-21 DOI: 10.1007/s00419-024-02678-3
N. Mohandesi, M. Talebitooti, M. Fadaee

This paper dealt with the vibration characteristics of an auxetic rectangular plate under in-plane compression. Firstly, the equivalent bending stiffness matrix of a star-shaped auxetic plate was obtained using Castigliano's theorem and the homogenization technique. Then, employing the classical plate theory (CPT) in conjunction with the Rayleigh–Ritz method, the natural frequencies of auxetic plate were extracted. The chebyshev polynomial series has been selected to define the assumed displacement fields of the plate. Convergence study for the Rayleigh–Ritz method was conducted. The accuracy of the proposed mathematical model for the star-shaped auxetic plate was validated using the results from a finite element analysis (FEA). Effects of unit cell geometric parameters on the natural frequencies of the plate were examined. The auxeticity angle of star-shaped pattern had a significant effect on the natural frequencies. The present approach can be extended into other auxetic patterns, such as re-entrant bowtie auxetics.

本文研究了辅助矩形板在平面压缩下的振动特性。首先,利用卡斯提利亚诺定理和均质化技术得到了星形辅助板的等效弯曲刚度矩阵。然后,利用经典板理论(CPT)结合雷利-里兹方法,提取了辅助板的固有频率。选择了切比雪夫多项式序列来定义板的假定位移场。对 Rayleigh-Ritz 方法进行了收敛性研究。利用有限元分析(FEA)的结果验证了所提出的星形辅助板数学模型的准确性。研究了单元几何参数对板固有频率的影响。星形图案的辅助角对固有频率有显著影响。本方法可扩展到其他辅助图案,例如重入式弓形辅助图案。
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引用次数: 0
Buckling and post-buckling behavior of nano-laminates considering surface effects 考虑表面效应的纳米层压板的屈曲和屈曲后行为
IF 2.2 3区 工程技术 Q2 MECHANICS Pub Date : 2024-08-20 DOI: 10.1007/s00419-024-02679-2
Jie Wang, Junhua Xiao, Xiaodong Xia

Based on the surface elasticity theory combined with the theories of Kirchhoff plate and Mindlin plate, the influences of surface effects on the buckling and post-buckling behaviors of nano-laminates are studied. Analytical solutions for critical buckling loads under uniaxial and biaxial compressions are obtained. Furthermore, approximate solutions for critical post-buckling loads under moveable and immoveable edge conditions are provided by using the Galerkin’s method. Numerical examples are given to study the influences of thickness, number of layers, surface parameters and the length of the nano-laminates on buckling and post-buckling critical loads. Results obtained indicate that the surface/interface energy is connected with the number of layers. In addition, the effects of the surface/interface energy on the critical loads enhance through increasing the length of the laminates but reduce by increasing the thickness. Mechanical model, analytical method and conclusions of this work are helpful for designing and examining the stability of the nano-laminates and nanoscale devices.

基于表面弹性理论,结合基尔霍夫板和明德林板理论,研究了表面效应对纳米层压板屈曲和屈曲后行为的影响。得到了单轴和双轴压缩下临界屈曲载荷的解析解。此外,还利用伽勒金方法提供了可移动和不可移动边缘条件下临界屈曲后载荷的近似解。给出的数值示例研究了纳米层压板的厚度、层数、表面参数和长度对屈曲和屈曲后临界载荷的影响。结果表明,表面/界面能量与层数有关。此外,表面/界面能量对临界载荷的影响随着层压板长度的增加而增强,但随着厚度的增加而减弱。本研究的力学模型、分析方法和结论有助于设计和研究纳米层压板和纳米器件的稳定性。
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引用次数: 0
Effect of hydrogen embrittlement on dislocation emission from a semi-elliptical surface crack tip in nanometallic materials 氢脆对纳米金属材料半椭圆表面裂纹尖端位错发射的影响
IF 2.2 3区 工程技术 Q2 MECHANICS Pub Date : 2024-08-18 DOI: 10.1007/s00419-024-02674-7
Xiaoya Song, Wei Liu, Fujun Jiang, Min Yu, Xianghua Peng

A theoretical model was established to investigate the interaction between hydrogen clusters and edge dislocations emitted from a semi-elliptical surface crack tip in deformed nanometallic materials. The model’s solution was obtained by using the complex method, and the influence of the concentration and location of hydrogen clusters, temperature, crack shape, material constants, and the dislocation emission angle on the critical stress intensity factor (SIFs) corresponding to the first dislocation emission from crack tips was investigated through numerical analysis. The results show that dislocations are easily emitted from the crack tip at high hydrogen concentration, and hydrogen clusters close to the crack tip will hinder the emission of dislocations from its crack tip. When considering the influence of hydrogen cluster, an increase in temperature, an extension of crack length or an increase in crack tip curvature radius can all make the emission of dislocations at the crack tip difficult, thereby reducing the toughness of the material caused by dislocation emission.

建立了一个理论模型来研究变形纳米金属材料中氢簇与半椭圆表面裂纹尖端发射的边缘位错之间的相互作用。该模型的求解采用复数法,并通过数值分析研究了氢团的浓度和位置、温度、裂纹形状、材料常数和位错发射角对裂纹尖端首次发射位错所对应的临界应力强度因子(SIF)的影响。结果表明,在高氢浓度下,位错容易从裂纹尖端发射,而靠近裂纹尖端的氢团会阻碍位错从其裂纹尖端发射。在考虑氢簇的影响时,温度的升高、裂纹长度的延长或裂纹尖端曲率半径的增加都会使位错难以在裂纹尖端发射,从而降低位错发射所引起的材料韧性。
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引用次数: 0
A three-dimensional advancing front technique to generate grids based on the neural networks 基于神经网络生成网格的三维前沿技术
IF 2.2 3区 工程技术 Q2 MECHANICS Pub Date : 2024-08-18 DOI: 10.1007/s00419-024-02675-6
Hanlin Liu, Nianhua Wang, Huimin Cui, Zhen Zhang, Zhiming Han, Qingkuan Liu

In computational fluid dynamics, controlling grid scale is efficiently managed using the Advancing Front Technique (AFT). However, achieving grid generation convergence within a three-dimensional (3D) computational domain remains challenging, primarily due to excessive intersection judgments that significantly reduce efficiency. This paper addresses the non-convergence issues inherent in the 3D AFT and proposes preliminary solutions to enhance algorithm robustness while reducing intersection judgments. We introduce two neural networks trained on the backpropagation (BP) algorithms, Line-ANN and Plane-ANN, specifically designed for integration with AFT. These networks are individually combined with traditional 3D AFT to develop two enhanced methods. We assess these methods by comparing grid quality and time consumption against traditional AFT approaches. The results demonstrate that integrating Plane-ANN and Line-ANN with AFT improves overall efficiency by approximately 55% and 36%, respectively, thereby significantly enhancing grid generation efficiency.

在计算流体动力学中,使用前沿推进技术(AFT)可以有效地控制网格规模。然而,在三维(3D)计算域内实现网格生成收敛仍具有挑战性,这主要是由于过多的交叉判断大大降低了效率。本文针对三维 AFT 固有的不收敛问题,提出了初步解决方案,以增强算法的鲁棒性,同时减少交叉判断。我们介绍了两种基于反向传播 (BP) 算法训练的神经网络,即专为与 AFT 集成而设计的线性-ANN 和平面-ANN。这些网络分别与传统的 3D AFT 相结合,开发出两种增强型方法。我们将网格质量和耗时与传统的 AFT 方法进行比较,以评估这些方法。结果表明,将 Plane-ANN 和 Line-ANN 与 AFT 集成后,整体效率分别提高了约 55% 和 36%,从而显著提高了电网发电效率。
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引用次数: 0
Data-driven computational mechanics: comparison of model-free and model-based methods in constitutive modeling 数据驱动的计算力学:比较无模型和基于模型的构成建模方法
IF 2.2 3区 工程技术 Q2 MECHANICS Pub Date : 2024-08-17 DOI: 10.1007/s00419-024-02664-9
Julien Philipp Stöcker, Selina Heinzig, Abhinav Anil Khedkar, Michael Kaliske

In computational homogenization approaches, data-driven methods entail advantages due to their ability to capture complex behavior without assuming a specific material model. Within this domain, constitutive model-based and model-free data-driven methods are distinguished. The former employ artificial neural networks as models to approximate a constitutive relation, whereas the latter directly incorporate stress–strain data in the analysis. Neural network-based constitutive descriptions are one of the most widely used data-driven approaches in computational mechanics. In contrast, distance-minimizing data-driven computational mechanics enables substituting the material modeling step entirely by iteratively obtaining a physically consistent solution close to the material behavior represented by the data. The maximum entropy data-driven solver is a generalization of this method, providing increased robustness concerning outliers in the underlying data set. Additionally, a tensor voting enhancement based on incorporating locally linear tangent spaces enables interpolating in regions of sparse sampling. In this contribution, a comparison of neural network-based constitutive models and data-driven computational mechanics is made. General differences between machine learning, distance minimizing, and entropy maximizing data-driven methods are explored. These include the pre-processing of data and the required computational effort for optimization as well as evaluation. Numerical examples with synthetically generated datasets obtained by numerical material tests are employed to demonstrate the capabilities of the investigated methods. An anisotropic nonlinear elastic constitutive law is chosen for the investigation. The resulting constitutive representations are then applied in structural simulations. Thereby, differences in the solution procedure as well as use-case accuracy of the methods are investigated.

在计算均质化方法中,数据驱动方法因其无需假定特定材料模型即可捕捉复杂行为的能力而具有优势。在这一领域,有基于构成模型的方法和无模型数据驱动方法之分。前者采用人工神经网络作为模型来逼近构成关系,而后者则直接将应力应变数据纳入分析。基于神经网络的构造描述是计算力学中应用最广泛的数据驱动方法之一。相比之下,距离最小化数据驱动计算力学可以通过迭代获得与数据所代表的材料行为相近的物理一致解,从而完全取代材料建模步骤。最大熵数据驱动求解器是对这一方法的概括,提高了对基础数据集中异常值的鲁棒性。此外,基于局部线性切线空间的张量投票增强功能可以在采样稀疏的区域进行插值。本文对基于神经网络的构成模型和数据驱动的计算力学进行了比较。本文探讨了机器学习、距离最小化和熵最大化数据驱动方法之间的一般差异。这些差异包括数据的预处理、优化和评估所需的计算工作量。通过数值材料测试合成的数据集来展示所研究方法的能力。研究选择了各向异性的非线性弹性结构定律。然后,在结构模拟中应用所得到的构成表征。由此,研究了这些方法在求解过程中的差异以及使用情况下的准确性。
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引用次数: 0
Analysis of thermo-elastoplastic bending behavior of FG skew sandwich plates on elastic foundation using an enhanced meshless radial basis reproducing kernel particle approach 利用增强型无网格径向基重现核粒子法分析弹性地基上 FG 斜面夹层板的热弹性弯曲行为
IF 2.2 3区 工程技术 Q2 MECHANICS Pub Date : 2024-08-16 DOI: 10.1007/s00419-024-02666-7
Reza Vaghefi

This paper aims to present an analysis of the thermo-elastoplastic bending behavior of skew functionally graded (FG) sandwich plates resting on a Winkler/Pasternak foundation, employing a novel three-dimensional (3D) meshless approach. The material properties are assumed to be completely temperature-dependent, and the sandwich plate with FG face sheets and core is exposed to mechanical and thermal loads. The discretized equation systems of nonlinear transient heat conduction and incremental thermo-elastoplasticity are derived using a 3D radial basis reproducing kernel particle approach. The meshless model utilizes a novel high-order kernel that combines Gaussian and cosine functions. The incremental plastic deformation is modeled by the Prandtl–Reuss flow rule along the isotropic hardening von Mises criterion. The results demonstrate excellent agreement when compared with those existing in the literature. The influence of different foundation parameters, skew angles, layer thickness ratios, thickness-to-length ratios, power law exponents, and boundary conditions on the elastoplastic bending behavior of the FG skew sandwich plate is evaluated.

本文旨在采用一种新颖的三维(3D)无网格方法,对固定在温克勒/帕斯捷尔纳克地基上的倾斜功能分级(FG)夹层板的热弹性弯曲行为进行分析。假定材料特性完全取决于温度,带有 FG 面板和夹芯的夹层板承受机械和热载荷。非线性瞬态热传导和增量热弹性的离散方程系统是通过三维径向基重现核粒子方法导出的。无网格模型采用了结合高斯和余弦函数的新型高阶核。增量塑性变形由普朗特-罗伊斯流动规则和各向同性硬化冯-米塞斯准则建模。与现有文献相比,研究结果表明两者非常吻合。评估了不同地基参数、倾斜角、层厚比、厚度长度比、幂律指数和边界条件对 FG 斜面夹层板弹塑性弯曲行为的影响。
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引用次数: 0
Comparison of barrier update strategies for interior point algorithms in single-crystal plasticity 单晶塑性中内点算法的障碍更新策略比较
IF 2.2 3区 工程技术 Q2 MECHANICS Pub Date : 2024-08-14 DOI: 10.1007/s00419-024-02663-w
Lisa Scheunemann, Felix Steinmetz, Paulo Nigro

This contribution discusses the influence of different barrier update strategies on the performance and robustness of an interior point algorithm for single-crystal plasticity at small strains. To this end, single-crystal plasticity is first briefly presented in the framework of a primal-dual interior point algorithm to outline the general algorithmic structure. The manner in which the barrier parameter is modified within the interior point method, steering the penalization of constraints, plays a crucial role for the robustness and efficiency of the overall algorithm. In this paper, we compare and analyze different strategies in the framework of crystal plasticity. In a thorough analysis of a numerical example covering a broad range of settings in monocrystals, we investigate robust hyperparameter ranges and identify the most efficient and robust barrier parameter update strategies.

本文讨论了不同的势垒更新策略对小应变下单晶塑性内点算法的性能和鲁棒性的影响。为此,本文首先简要介绍了原始二元内点算法框架下的单晶塑性,以概述一般算法结构。在内含点算法中,如何修改障碍参数,引导约束条件的惩罚,对整个算法的稳健性和效率起着至关重要的作用。本文比较和分析了晶体塑性框架下的不同策略。通过对涵盖单晶体广泛设置的数值示例进行深入分析,我们研究了稳健超参数范围,并确定了最高效、最稳健的势垒参数更新策略。
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引用次数: 0
Recent advances and open problems in computational mechanics 计算力学的最新进展和未决问题
IF 2.2 3区 工程技术 Q2 MECHANICS Pub Date : 2024-08-14 DOI: 10.1007/s00419-024-02673-8
Alexander Düster
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引用次数: 0
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Archive of Applied Mechanics
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