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A Rayleigh–Ritz formulation of the Wiener path integral technique for high-dimensional nonlinear systems 高维非线性系统的维纳路径积分技术的瑞利-里兹公式
IF 3.2 3区 工程技术 Q2 MECHANICS Pub Date : 2026-01-24 DOI: 10.1016/j.ijnonlinmec.2026.105323
Ketson R.M. dos Santos , Ilias G. Mavromatis , Ioannis A. Kougioumtzoglou
A novel Rayleigh–Ritz-based formulation of the Wiener path integral (WPI) technique is developed for efficiently determining the stochastic response of high-dimensional nonlinear systems while circumventing the related “curse of dimensionality.” Specifically, based on the standard WPI formulation, the system response transition joint probability density function (PDF) is expressed as a functional integral over all paths satisfying the prescribed initial and final conditions of the response process. Typically, this functional integral is approximated based on the most probable path, which is obtained by solving a functional minimization problem that takes the form of Euler–Lagrange equations. While recent variational formulations allow direct computation of lower-dimensional PDFs, they require cumbersome symbolic-numerical implementations. To address this challenge, an alternative methodology is developed herein that transforms the original functional minimization problem into a standard finite-dimensional optimization problem, readily solvable with various well-established numerical schemes. In this regard, the need for deriving and solving Euler–Lagrange equations with complex boundary conditions is eliminated. Moreover, high-performance computing strategies, including GPU parallelization, are employed to further enhance the computational efficiency of the technique. A representative example is considered relating to a 1000-DOF nonlinear nano-mechanical system under stochastic excitation. The estimated response PDFs based on the WPI technique show excellent agreement with Monte Carlo simulations. These results highlight that the developed technique can accurately and efficiently handle truly high-dimensional nonlinear systems, paving the way for practical probabilistic analyses and uncertainty quantification in complex engineering applications.
为了有效地确定高维非线性系统的随机响应,同时规避相关的“维数诅咒”,提出了一种新的基于瑞利-里兹的维纳路径积分(WPI)技术公式。具体而言,基于标准WPI公式,将系统响应转移联合概率密度函数(PDF)表示为满足响应过程规定的初始和最终条件的所有路径上的泛函积分。通常,这个泛函积分是基于最可能路径的近似,这是通过求解欧拉-拉格朗日方程形式的泛函最小化问题得到的。虽然最近的变分公式允许直接计算低维pdf,但它们需要繁琐的符号-数值实现。为了解决这一挑战,本文开发了一种替代方法,将原始的函数最小化问题转化为标准的有限维优化问题,可以用各种成熟的数值格式轻松解决。在这方面,无需推导和求解具有复杂边界条件的欧拉-拉格朗日方程。此外,采用GPU并行化等高性能计算策略,进一步提高了该技术的计算效率。考虑了随机激励下1000自由度非线性纳米机械系统的代表性实例。基于WPI技术的估计响应pdf与蒙特卡罗模拟结果非常吻合。这些结果表明,所开发的技术可以准确有效地处理真正的高维非线性系统,为复杂工程应用中的实际概率分析和不确定性量化铺平了道路。
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引用次数: 0
Stochastic response and dynamic reliability analysis of metro vehicle-track system with multi-source uncertainties 多源不确定性地铁车辆-轨道系统随机响应及动态可靠性分析
IF 3.2 3区 工程技术 Q2 MECHANICS Pub Date : 2026-01-20 DOI: 10.1016/j.ijnonlinmec.2026.105316
Jun Lai , Zihan Zhou , Tao Liao , Yuan Li , Jingmang Xu , Kai Wang , Ping Wang
The combination of multi-source uncertainties of metro vehicle-track system (MVTS) can lead to nonlinear stochastic dynamic responses and further display random behaviour to failure of vehicles and tracks. However, no studies have considered the influence of multi-source uncertainties of out-of-roundness (OOR) wheels, track irregularities, and random variables on stochastic dynamic responses and the reliability of the MVTS. In this paper, we propose an efficient probabilistic-based framework to evaluate the failure probability of the train derailment and ride comfort considering wheelset flexibility. First, stochastic OOR wheels and track irregularities sequences are generated by physical random functions. Then, a metro vehicle-track coupled dynamic interaction model is established. Finally, the stochastic dynamic response and dynamic reliability analysis of MVTS are conducted based on direct probability integration method. The influence of the evolution of rail wear and the radius of curves on the dynamic reliability of MVTS has been explored in detail. The results show that the combined action of random OOR wheels and random track irregularities is greater than a single excitation. As the wear depth of the rail increases, the influence of uncertain inputs becomes more significant, and the dynamic reliability of the MVTS reduces to 0.86. Moreover, when the curve radius is 200 m, the reliability of the derailment coefficient can be maintained at a high level, while the reliability of ride comfort is reduced to 0.855.
地铁车辆-轨道系统的多源不确定性组合会导致车辆-轨道系统的非线性随机动力响应,并进一步表现出车辆和轨道故障时的随机行为。然而,目前还没有研究考虑车轮过圆、轨道不平整和随机变量等多源不确定性对MVTS随机动力响应和可靠性的影响。本文提出了一种有效的基于概率的框架来评估考虑轮对灵活性的列车脱轨故障概率和乘坐舒适性。首先,利用物理随机函数生成随机车轮和轨道不规则序列。然后,建立了地铁车辆-轨道耦合动力学相互作用模型。最后,基于直接概率积分法对MVTS的随机动力响应和动力可靠性进行了分析。详细探讨了钢轨磨损演化和曲线半径对MVTS动态可靠性的影响。结果表明,随机轮毂和随机轨道不规则度的联合作用大于单一激励。随着钢轨磨损深度的增加,不确定输入的影响越来越显著,MVTS的动态可靠度降至0.86。当曲线半径为200 m时,脱轨系数的可靠性可维持在较高水平,而乘坐舒适性的可靠性降至0.855。
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引用次数: 0
Study on broadband vibration energy harvesting mechanism via 1:2 internal resonance in a disc-shaped frequency upconverting resonator 圆盘型上变频腔1:2内共振宽带振动能量收集机制研究
IF 3.2 3区 工程技术 Q2 MECHANICS Pub Date : 2026-01-17 DOI: 10.1016/j.ijnonlinmec.2026.105321
Haiyang Zhao , Meile Wang , Yikun Liu , Yangyang Yan , Han Gao , Jie Song , Dan Ma , Yuanlin Xia , Dong F. Wang , Zhuqing Wang , Cao Xia
As a novel energy harvesting device, the vibration energy harvester (VEH) uniquely converts ambient vibration energy into useable electrical energy for various applications. Environmental vibrations lack fixed sources, resulting in an extremely wide and random frequency bandwidth. If the VEH's natural frequency does not align with the environmental vibration frequency band, the energy harvesting efficiency decreases. Thus, the frequency bandwidth is crucial for energy harvesting efficiency. To address these challenges, this paper summarizes the mechanisms for expanding frequency bandwidth and proposes a high-filling-rate, disc-shaped VEH based on a 1:2 internal resonance with magnetic bias. By introducing a constant magnetic field, the structural symmetry is altered, and a quadratic nonlinear coupling stiffness is introduced to achieve internal coupling of the first two out-of-plane modes. The nonlinear dynamic motion equations are derived to predict the coupled behavior of the energy harvester. Numerical and experimental results indicate that the peak-splitting effect of the 1:2 internal resonance can bidirectionally widen the relative bandwidth of vibrational energy harvesting, with a 200 % increase in signal output frequency owing to frequency up-conversion. In addition, the proposed disc-shaped VEH with a high filling rate and two-dimensional spatial structures is also beneficial to improve the energy capture rate per unit area and reduce the volume of the energy harvester. It can be highly integrated into wireless sensor network nodes through MEMS technology.
振动能量采集器(VEH)是一种新型的能量收集装置,它独特地将环境振动能量转化为各种用途的可用电能。环境振动缺乏固定源,导致频率带宽极宽且随机。如果电动汽车的固有频率与环境振动频带不一致,则能量收集效率降低。因此,频率带宽对能量收集效率至关重要。为了解决这些问题,本文总结了扩大频率带宽的机制,并提出了一种基于1:2偏磁内部共振的高填充率圆盘状VEH。通过引入恒定磁场改变结构对称性,并引入二次非线性耦合刚度实现前两种面外模态的内部耦合。推导了能量采集器的非线性动力学运动方程,预测了能量采集器的耦合行为。数值和实验结果表明,1:2内共振的劈峰效应可以双向拓宽振动能量收集的相对带宽,并且由于频率上变频,信号输出频率提高了200%。此外,具有高填充率和二维空间结构的圆盘状VEH也有利于提高单位面积能量捕获率和减小能量采集器的体积。它可以通过MEMS技术高度集成到无线传感器网络节点中。
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引用次数: 0
Topological manifold versus multidirectional wall shear stress FSI approaches for the right coronary artery 拓扑流形与多向壁剪应力FSI入路对右冠状动脉的影响
IF 3.2 3区 工程技术 Q2 MECHANICS Pub Date : 2026-01-16 DOI: 10.1016/j.ijnonlinmec.2026.105319
Farajollah Zare Jouneghani, Mergen H. Ghayesh
To date, researchers in the field of biomechanics have used various wall shear stress-based parameters to analyse hemodynamics to improve the medical understanding of atherosclerosis. In this paper, we aim to provide a comprehensive comparison between commonly used multidirectional and topological skeleton variables for a complex, patient-specific model of the right coronary artery (RCA) via a two-phase fluid-structure interaction (FSI) technique. To better replicate the real physiological conditions, a two-phase blood flow, comprising plasma and red blood cells, is considered. Additionally, a hyperelastic behaviour is defined for the RCA structure to represent the mechanical properties of human coronary arteries. Boundary conditions, including the velocity of blood components at the inlet and arterial wall motion, are configured based on in vivo data available in the literature. To identify regions prone to atherosclerosis and assess arterial vulnerability, recent studies have primarily focused on multidirectional wall shear stress (WSS) parameters. However, comparatively little attention has been given to topological hemodynamic features. In this work, we first derived the time averaged wall shear stress (TAWSS) and oscillatory shear index (OSI) as representatives of the multidirectional WSS, and WSS divergence and fixed points as representatives of the topological hemodynamics, and analysed them to evaluate arterial vulnerability. Among the main findings, this study shows that although both multidirectional and topology-skeleton metrics co-localise vulnerable regions of the artery, WSS divergence, as a topology-skeleton index, identifies these areas in a fragmented and localised manner. This represents a step toward defining more precise vulnerable zones in the cardiovascular system and predicting high-risk regions with greater accuracy.
迄今为止,生物力学领域的研究人员已经使用各种基于壁剪切应力的参数来分析血液动力学,以提高对动脉粥样硬化的医学理解。在本文中,我们旨在通过两相流体-结构相互作用(FSI)技术,为复杂的右冠状动脉(RCA)模型提供常用的多向和拓扑骨架变量之间的全面比较。为了更好地复制真实的生理条件,考虑了由血浆和红细胞组成的两相血流。此外,RCA结构的超弹性行为被定义为代表人类冠状动脉的力学特性。边界条件,包括入口处血液成分的速度和动脉壁运动,是根据文献中可用的体内数据配置的。为了识别动脉粥样硬化易发区域和评估动脉易损性,最近的研究主要集中在多向壁剪切应力(WSS)参数上。然而,相对较少关注拓扑血流动力学特征。在这项工作中,我们首先推导了时间平均壁剪切应力(TAWSS)和振荡剪切指数(OSI)作为多向WSS的代表,以及WSS散度和不动点作为拓扑血流动力学的代表,并对它们进行了分析,以评估动脉易损性。在主要发现中,本研究表明,尽管多向和拓扑-骨架指标都定位了动脉的脆弱区域,但WSS散度作为一种拓扑-骨架指数,以碎片化和局部化的方式识别了这些区域。这代表着朝着更精确地定义心血管系统的脆弱区域和更准确地预测高危区域迈出了一步。
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引用次数: 0
Analysis of arterial wall mechanics in right coronary artery obstructive disease: FSI modelling and non-invasive FFR validation 右冠状动脉梗阻性疾病动脉壁力学分析:FSI模型和无创FFR验证
IF 3.2 3区 工程技术 Q2 MECHANICS Pub Date : 2026-01-16 DOI: 10.1016/j.ijnonlinmec.2026.105320
C. Paz , F.P. Oliveira , E. Suárez , C. Gil , N.D. Ferreira , D. Santos-Ferreira , R. Ladeiras-Lopes , N. Bettencourt , S.I.S. Pinto
Coronary artery disease remains one of the principal causes of mortality worldwide, motivating the development of patient-specific computational frameworks capable of accurately characterizing arterial wall mechanics in obstructive right coronary artery disease. In this study, a Fluid–Structure Interaction (FSI) modelling approach was employed to capture the dynamic interplay between pulsatile blood flow and vascular wall behaviour, with validation against invasive fractional flow reserve (FFR) measurements to ensure a faithful reproduction of patient-specific physiological conditions. Numerical simulations were performed using one-way coupled FSI on patient-specific right coronary artery geometries reconstructed from computed tomography angiography data. Blood rheology was described using the simplified Phan-Thien/Tanner (sPTT) viscoelastic model, while realistic physiological loading was achieved through patient-specific hyperemic conditions, Womersley velocity profiles prescribed at the inlet, and three-element Windkessel models applied at the outlets. The analysis focused on the spatial distribution and magnitude of arterial wall stresses and deformations. Results showed that regions of elevated mechanical response consistently co-located with areas of significant pressure drop and stenosis. Quantitatively, maximum wall deformation varied markedly across patients, ranging from approximately 0.14 mm–0.39 mm, while maximum equivalent stress values ranged from about 40 kPa to over 80 kPa, highlighting strong inter-patient variability driven by individual anatomy and stenosis severity. Statistical analyses confirmed that these differences were significant, indicating a link between functional severity and mechanical loading of the arterial wall. Four stress- and deformation-based metrics exhibited strong correlations with clinically measured FFR values, with absolute correlation coefficients exceeding 0.5. Overall, the proposed patient-specific FSI framework enables a physiologically grounded characterization of arterial wall mechanics in obstructive right coronary artery disease, providing mechanistic insight into patient-specific coronary pathology.
冠状动脉疾病仍然是世界范围内死亡的主要原因之一,这推动了能够准确表征阻塞性右冠状动脉疾病动脉壁力学的患者特异性计算框架的发展。在本研究中,采用流体-结构相互作用(FSI)建模方法来捕捉脉动血流和血管壁行为之间的动态相互作用,并对侵入性分数血流储备(FFR)测量进行验证,以确保忠实地再现患者特定的生理状况。使用单向耦合FSI对从计算机断层扫描血管造影数据重建的患者特定的右冠状动脉几何形状进行数值模拟。血液流变学使用简化的Phan-Thien/Tanner (sPTT)粘弹性模型进行描述,而真实的生理负荷是通过患者特定的充血条件、进口处规定的Womersley速度曲线和出口处应用的三元素Windkessel模型来实现的。分析的重点是动脉壁应力和变形的空间分布和大小。结果表明,机械反应升高的区域始终与显著压降和狭窄的区域重合。从数量上看,不同患者的最大壁变形明显不同,范围约为0.14 mm - 0.39 mm,而最大等效应力值范围约为40 kPa至80 kPa以上,突出了个体解剖和狭窄严重程度导致的强烈患者间变异性。统计分析证实,这些差异是显著的,表明功能严重程度和动脉壁的机械负荷之间存在联系。四个基于应力和变形的指标与临床测量的FFR值有很强的相关性,绝对相关系数超过0.5。总的来说,提出的患者特异性FSI框架能够以生理为基础表征阻塞性右冠状动脉疾病的动脉壁力学,为患者特异性冠状动脉病理学提供机制见解。
{"title":"Analysis of arterial wall mechanics in right coronary artery obstructive disease: FSI modelling and non-invasive FFR validation","authors":"C. Paz ,&nbsp;F.P. Oliveira ,&nbsp;E. Suárez ,&nbsp;C. Gil ,&nbsp;N.D. Ferreira ,&nbsp;D. Santos-Ferreira ,&nbsp;R. Ladeiras-Lopes ,&nbsp;N. Bettencourt ,&nbsp;S.I.S. Pinto","doi":"10.1016/j.ijnonlinmec.2026.105320","DOIUrl":"10.1016/j.ijnonlinmec.2026.105320","url":null,"abstract":"<div><div>Coronary artery disease remains one of the principal causes of mortality worldwide, motivating the development of patient-specific computational frameworks capable of accurately characterizing arterial wall mechanics in obstructive right coronary artery disease. In this study, a Fluid–Structure Interaction (FSI) modelling approach was employed to capture the dynamic interplay between pulsatile blood flow and vascular wall behaviour, with validation against invasive fractional flow reserve (FFR) measurements to ensure a faithful reproduction of patient-specific physiological conditions. Numerical simulations were performed using one-way coupled FSI on patient-specific right coronary artery geometries reconstructed from computed tomography angiography data. Blood rheology was described using the simplified Phan-Thien/Tanner (sPTT) viscoelastic model, while realistic physiological loading was achieved through patient-specific hyperemic conditions, Womersley velocity profiles prescribed at the inlet, and three-element Windkessel models applied at the outlets. The analysis focused on the spatial distribution and magnitude of arterial wall stresses and deformations. Results showed that regions of elevated mechanical response consistently co-located with areas of significant pressure drop and stenosis. Quantitatively, maximum wall deformation varied markedly across patients, ranging from approximately 0.14 mm–0.39 mm, while maximum equivalent stress values ranged from about 40 kPa to over 80 kPa, highlighting strong inter-patient variability driven by individual anatomy and stenosis severity. Statistical analyses confirmed that these differences were significant, indicating a link between functional severity and mechanical loading of the arterial wall. Four stress- and deformation-based metrics exhibited strong correlations with clinically measured FFR values, with absolute correlation coefficients exceeding 0.5. Overall, the proposed patient-specific FSI framework enables a physiologically grounded characterization of arterial wall mechanics in obstructive right coronary artery disease, providing mechanistic insight into patient-specific coronary pathology.</div></div>","PeriodicalId":50303,"journal":{"name":"International Journal of Non-Linear Mechanics","volume":"183 ","pages":"Article 105320"},"PeriodicalIF":3.2,"publicationDate":"2026-01-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146038950","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Dynamic analysis of multiple response patterns in a flexible multibody system with hybrid uncertainties 具有混合不确定性的柔性多体系统多响应模式的动力学分析
IF 3.2 3区 工程技术 Q2 MECHANICS Pub Date : 2026-01-12 DOI: 10.1016/j.ijnonlinmec.2026.105318
Jingwei Meng , Yanfei Jin , Haiyan Hu
Multibody systems are often subject to multiple sources of uncertainty, including both random and interval types. The dynamic response of such a multibody system may exhibit multiple patterns that traditional surrogate modeling methods fail to capture effectively. To address this issue, this paper presents a hierarchical hybrid Kriging modeling approach for accurately predicting the multiple dynamic response patterns in a flexible multibody system with hybrid uncertainties. The approach employs adaptive K-means clustering to automatically identify the dynamic response patterns, assigning the inner-layer random samples and their dynamic responses to respective clusters under fixed outer-layer intervals. Following this assignment, variance-based sequential sampling augments the sample sets. The paper details the hierarchical hybrid Kriging model for each pattern, where the inner-layer model captures the influence of random uncertainties on the dynamic response, and the outer-layer model characterizes the propagation of interval uncertainties into the response mean and variance. This integrated process enables high-fidelity modeling and reliable prediction of multiple dynamic response patterns. Two classic examples demonstrate the high accuracy and computational efficiency of the method, which needs only 0.28 % of the computation time of the Monte Carlo-Scanning method.
多体系统经常受到多种不确定性来源的影响,包括随机和区间类型。这种多体系统的动态响应可能表现出多种模式,而传统的替代建模方法无法有效地捕获这些模式。针对这一问题,本文提出了一种层次混合Kriging建模方法,以准确预测具有混合不确定性的柔性多体系统的多种动态响应模式。该方法采用自适应k均值聚类自动识别动态响应模式,在固定的外层间隔下,将内层随机样本及其动态响应分配给相应的聚类。在此分配之后,基于方差的顺序抽样增加了样本集。本文详细介绍了每种模式的分层混合Kriging模型,其中内层模型捕获了随机不确定性对动态响应的影响,外层模型表征了区间不确定性对响应均值和方差的传播。这种集成过程可以实现高保真建模和可靠的预测多种动态响应模式。两个经典算例表明,该方法具有较高的精度和计算效率,计算时间仅为蒙特卡罗扫描法的0.28%。
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引用次数: 0
Theoretical and experimental analysis of the synchronization bandwidth in nonlinear coupled micromechanical resonators 非线性耦合微机械谐振器同步带宽的理论与实验分析
IF 3.2 3区 工程技术 Q2 MECHANICS Pub Date : 2026-01-09 DOI: 10.1016/j.ijnonlinmec.2026.105317
Zhonghua Liu , Hang Yu , Qiangfeng Lv , Ronghua Huan
The synchronization phenomenon has broad application prospects and has been employed in the design of micro-electromechanical systems (MEMS) devices such as accelerometers and gyroscopes. As a key parameter directly related to the measurement range, the synchronization bandwidth plays a crucial role but also limits the wider application of synchronization. In this work, we investigate the synchronization bandwidth of coupled micro-mechanical resonators with a 1:3 frequency ratio under stochastic perturbations. A theoretical model incorporating feedback strength, higher-order nonlinearity, electrostatic coupling, and external noise is first established. Based on the stochastic averaging method, analytical expressions for the synchronization bandwidth are derived for both noise-free and weak-noise cases, revealing the influence of various parameters on the bandwidth. A pair of coupled resonators with a 1:3 frequency ratio is then designed and fabricated. The experimental results indicate that increasing the coupling strength, disturbance intensity, and feedback strength can enhance the synchronization bandwidth, whereas an increase in noise intensity leads to a reduction in the synchronization bandwidth. The experimental results verify the correctness and effectiveness of the proposed theoretical approach.
同步现象具有广阔的应用前景,已应用于加速度计、陀螺仪等微机电系统(MEMS)器件的设计。同步带宽作为直接关系到测量范围的关键参数,起着至关重要的作用,但也限制了同步的广泛应用。本文研究了随机扰动下频率比为1:3的耦合微机械谐振器的同步带宽。首先建立了一个包含反馈强度、高阶非线性、静电耦合和外部噪声的理论模型。基于随机平均法,导出了无噪声和弱噪声情况下同步带宽的解析表达式,揭示了各参数对带宽的影响。设计并制作了一对频率比为1:3的耦合谐振器。实验结果表明,增加耦合强度、干扰强度和反馈强度可以提高同步带宽,而增加噪声强度会导致同步带宽减小。实验结果验证了所提理论方法的正确性和有效性。
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引用次数: 0
Frictional mass in mass based device for vibration control in railway tracks: An analytical and experimental investigation 基于质量的轨道振动控制装置中的摩擦质量:分析与实验研究
IF 3.2 3区 工程技术 Q2 MECHANICS Pub Date : 2026-01-05 DOI: 10.1016/j.ijnonlinmec.2025.105311
Muskaan Sethi, Arnab Banerjee, Bappaditya Manna
This manuscript presents a novel frictional mass in mass based device for vibration control in railway tracks. The proposed device comprises of an outer mass, which is rigidly clamped to the sleepers. The inner mass vibrates and rubs against the outer mass when the latter is subjected to an external excitation due to motion of a train over the railway track. As a result, frictional force is induced at the interface of both the masses, which leads to energy dissipation and helps in vibration control. The feasibility of proposed device for effective vibration control is thoroughly investigated by both analytical and experimental studies. For analytical study, an LCP based solver is discussed and presented to model a suitable frictional contact for the proposed device. An on field experimental study is further conducted to check the suitability of proposed device in effective vibration control in railway tracks. Both the analytical and experimental results prove that the proposed device can be a promising solution for effective vibration control in various components of railway track.
本文提出了一种新型的基于质量的轨道振动控制摩擦质量装置。所提出的装置包括一个外部质量,该外部质量被刚性地夹紧在枕木上。当外部质量受到火车在铁路轨道上运行的外部激励时,内部质量振动并与外部质量摩擦。因此,在两个质量的界面处产生摩擦力,导致能量耗散,有助于振动控制。通过分析和实验研究,对所提出的有效振动控制装置的可行性进行了深入的研究。为了进行分析研究,讨论并提出了一个基于LCP的求解器来模拟所提出的器件的合适摩擦接触。为验证该装置在铁路轨道有效振动控制中的适用性,进一步进行了现场试验研究。分析结果和实验结果均表明,该装置能够有效地控制铁路轨道各部件的振动。
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引用次数: 0
An improved high-order finite element method for nonlinear vibration of a rotating flexible hub-beam 旋转柔性轮毂梁非线性振动的改进高阶有限元法
IF 3.2 3区 工程技术 Q2 MECHANICS Pub Date : 2025-12-16 DOI: 10.1016/j.ijnonlinmec.2025.105308
Z.Z. Liu, J.L. Huang
This work investigates the nonlinear chordwise vibration characteristics of a rotating flexible hub-beam under gravitational loading using an improved high-order finite element (HFE) method. A geometrically exact dynamic model is established using slope angle variables and Hamilton’s principle, incorporating geometric nonlinearity, rotational effects (Coriolis force, centrifugal force, and rotational inertia), and material damping. The model is discretized using the HFE method with an improved integration element technique that subdivides each finite element into sub-elements to precompute integral values at their nodes. Subsequently, a piecewise Hermite interpolation is employed to obtain integral values over the element. This method effectively eliminates computationally intensive double integrals and enhances efficiency without compromising accuracy. Validation through a flexible pendulum example demonstrates the high accuracy and computational efficiency of the method. The Incremental Harmonic Balance (IHB) method is employed to analyze the nonlinear periodic responses of the rotating flexible hub-beam, while the Floquet theory is utilized to assess stability of these periodic solutions. The analysis reveals rich nonlinear phenomena, including jump phenomena, period-doubling bifurcations, subharmonic and superharmonic resonances. Parametric studies further indicate that increased beam length or reduced damping intensifies nonlinear effects, whereas a larger hub radius enhances stiffness, raises resonance frequencies, and suppresses bifurcations, though expanding instability regions at higher frequencies.
本文采用改进的高阶有限元方法研究了重力载荷作用下旋转柔性轮毂梁的非线性弦向振动特性。利用斜率角变量和汉密尔顿原理,结合几何非线性、旋转效应(科里奥利力、离心力和转动惯量)和材料阻尼,建立几何精确的动力学模型。采用改进的积分单元技术对模型进行离散化,将每个有限元细分为子单元,并在其节点处预计算积分值。然后,采用分段赫米特插值法得到单元上的整数值。该方法有效地消除了计算量大的二重积分,在不影响精度的前提下提高了计算效率。通过柔性摆算例验证了该方法的精度和计算效率。采用增量谐波平衡(IHB)方法分析了旋转柔性轮毂梁的非线性周期响应,并利用Floquet理论评价了这些周期解的稳定性。分析揭示了丰富的非线性现象,包括跳跃现象、倍周期分岔、亚谐波和超谐波共振。参数研究进一步表明,增加梁长度或减少阻尼会加剧非线性效应,而较大的轮毂半径会增强刚度,提高共振频率,并抑制分岔,但会扩大高频处的不稳定区域。
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引用次数: 0
Modeling and analysis of aircraft landing nonlinear dynamics for tire safety assessment 飞机着陆非线性动力学建模与分析,用于轮胎安全评估
IF 3.2 3区 工程技术 Q2 MECHANICS Pub Date : 2025-12-16 DOI: 10.1016/j.ijnonlinmec.2025.105309
Shuangbao Li , Yapeng Li , Bo Zhang , Zhongmin Jia , Xiangli Gao , Liying Kou
Modeling and analysis of aircraft landing nonlinear dynamics for tire safety assessment is formulated in this paper. Firstly, an aircraft landing process is reviewed to introduce the principle of tire rotation, friction coefficients and random pavement profiles. Secondly, a tire of a main landing gear is simplified to be a rim and a belt ring connected by three spring-damping elements. The traditional 1/4 vehicle model is generalized to construct a new seven-degree-of-freedom single-wheel landing dynamic model in order to describe the vertical, longitudinal and circumferential motions of the tire during different landing phases. The influence of braking force, lift and pavement roughness are considered. Thirdly, numerical analysis of the aircraft landing process is carried out to obtain the variation trend of tire deformation, load and friction at different phases, as well as the movement state of the aircraft fuselage and the tire. Finally, tire safety is evaluated through cumulative tread wear and transient landing load. The former is related with airworthiness requirements on maximum allowable wear depth and replacement cycles, while the latter is compared with structural load limits during touchdown. The results demonstrate that high landing speeds and low-friction surfaces markedly accelerate wear progression, while the overall numerical predictions remain consistent with established physical trends, confirming the validity of the proposed safety assessment method. The proposed methodology addresses a new viewpoint to employ the aircraft landing nonlinear dynamics to carry out tire safety evaluation and maintenance planning in civil aviation.
建立了用于轮胎安全评价的飞机着陆非线性动力学建模与分析方法。首先,回顾了飞机着陆过程,介绍了轮胎旋转、摩擦系数和随机路面轮廓的原理。其次,将主起落架的轮胎简化为由三个弹簧阻尼元件连接的轮辋和带环。将传统的1/4车辆模型进行推广,建立了新的七自由度单轮着陆动力学模型,以描述轮胎在不同着陆阶段的垂直、纵向和周向运动。考虑了制动力、升力和路面平整度的影响。第三,对飞机着陆过程进行数值分析,得到不同阶段轮胎变形、载荷和摩擦力的变化趋势,以及飞机机身和轮胎的运动状态。最后,通过累积胎面磨损和瞬态着陆载荷对轮胎安全性进行评价。前者与最大允许磨损深度和更换周期的适航要求有关,后者与着陆时的结构载荷限值进行比较。结果表明,高着陆速度和低摩擦表面显著加速了磨损进程,而总体数值预测与已建立的物理趋势保持一致,证实了所提出的安全评估方法的有效性。该方法为利用飞机着舰非线性动力学进行民航轮胎安全评价和维修规划提供了新的视角。
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International Journal of Non-Linear Mechanics
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