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Controlling nonlinear vehicular motions by exploiting linearized feedback law under delay-tolerance: stability, gain-scheduling, and validation 利用时滞容限下的线性反馈律控制非线性车辆运动:稳定性、增益调度和验证
IF 2.1 3区 工程技术 Q3 MECHANICS Pub Date : 2025-07-05 DOI: 10.1007/s11012-025-02027-w
Hangyu Lu, Xiaodong Wu, Sheng Zhao, Liang Yan, Jianwei Lu

The automation of transportation systems inevitably faces the challenge of enhancing both the safety and intelligence of passenger vehicles. In this transitional stage toward full automation, advanced driver assistance systems (ADAS) play a critical role in bridging the gap. A key component of ADAS is vehicle stability control (VSC), which ensures motion stability during highly nonlinear handling maneuvers. This paper addresses the system nonlinearity under critical driving conditions and the loop delays within feedback processes by proposing a delay-tolerant feedback structure for VSC. The approach utilizes only the linearized dynamics along the trajectory of the maneuver, where the target-tracking performance is optimized. A nonlinear vehicle model is first constructed, followed by an investigation of its open-loop characteristics through equilibrium analysis and local linearization. Time delays arising from control sampling and actuation are incorporated into the feedback torque, yielding a delayed nonlinear system. A semi-discretized method is developed to construct stability charts of the tunable control gains, whose aggregation yields a conservative delay-tolerant domain. Two gain scheduling strategies are proposed to achieve maximum target-tracking performance, tailored for either real-time (RT) or offline implementation. The proposed method is designed for stable tracking of dynamic motion references under nonlinear conditions and is validated using experimental data-based simulations. The results demonstrate that a linearized control law, when properly designed, can deliver high-performance VSC with strong adaptability across different control loops subject to varying delays.

交通运输系统的自动化不可避免地面临着提高乘用车安全性和智能化的挑战。在这个向全自动驾驶过渡的阶段,先进的驾驶辅助系统(ADAS)在缩小差距方面发挥着关键作用。ADAS的一个关键组成部分是车辆稳定控制(VSC),它确保了高度非线性操纵机动时的运动稳定性。本文提出了一种可容忍延迟的VSC反馈结构,解决了系统在关键驱动条件下的非线性和反馈过程中的环路延迟问题。该方法仅利用沿机动轨迹的线性化动力学,优化了目标跟踪性能。首先建立了非线性车辆模型,然后通过平衡分析和局部线性化研究了其开环特性。由控制采样和驱动引起的时间延迟被纳入反馈转矩,产生一个延迟的非线性系统。提出了一种半离散化的方法来构造可调增益的稳定性图,其集合产生一个保守的容忍延迟域。提出了两种增益调度策略,以实现最大的目标跟踪性能,为实时(RT)或离线实现量身定制。该方法用于非线性条件下动态运动参考点的稳定跟踪,并通过实验数据仿真验证了该方法的有效性。结果表明,当线性化控制律设计合理时,可以实现高性能的VSC,并具有跨不同时滞控制回路的强适应性。
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引用次数: 0
Investigation of failure in anisotropic composite structures via an efficient data-driven multiscale strategy 基于高效数据驱动多尺度策略的各向异性复合材料结构破坏研究
IF 2.1 3区 工程技术 Q3 MECHANICS Pub Date : 2025-07-05 DOI: 10.1007/s11012-025-02008-z
Daniele Gaetano, Fabrizio Greco, Lorenzo Leonetti, Arturo Pascuzzo

In this work, a computationally efficient multiscale strategy is proposed for accurately predicting failure in composite materials under general loading conditions. The main ingredient of this strategy is a data-driven surrogate model for damaging anisotropic microstructures, to be obtained through several nonlinear hierarchical homogenization processes performed on the same repeating unit cell subjected to different macrostrain paths. The adopted macroscale constitutive model considers the overall secant elastic moduli as internal variables, and introduces a general fourth-order damage surface tensor, representing the macroscale anisotropic damage evolution, which depends on both the overall secant moduli and applied macrostrains. A deep neural network (DNN) approach is used to derive an approximate functional form for this damage surface tensor, based on the best fitting of nonlinear micromechanical results. Then, the numerical accuracy of the proposed data-driven multiscale model is assessed by comparing the relevant results with those coming from a nonlinear periodic homogenization approach, with reference to a regularly perforated microstructure subjected to arbitrary macrostrain histories, involving both proportional and nonproportional paths.

在这项工作中,提出了一种计算效率高的多尺度策略来准确预测复合材料在一般载荷条件下的失效。该策略的主要组成部分是数据驱动的损伤各向异性微观结构的替代模型,该模型将通过在不同大应变路径下对相同重复单元细胞进行多次非线性分层均匀化过程来获得。采用的宏观尺度本构模型将整体割线弹性模量作为内变量,引入广义的四阶损伤面张量,表征整体割线模量和应用大应变对宏观尺度各向异性损伤演化的影响。基于非线性微力学结果的最佳拟合,采用深度神经网络(DNN)方法推导出该损伤面张量的近似函数形式。然后,通过将数据驱动的多尺度模型的数值精度与非线性周期均匀化方法的相关结果进行比较,评估了数据驱动的多尺度模型的数值精度,参考了任意大应变历史下的规则穿孔微观结构,包括比例路径和非比例路径。
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引用次数: 0
A systematic method for free and forced vibration analysis of axially loaded hybrid double-beam systems 轴向载荷混合双梁系统的自由和强迫振动分析方法
IF 2.1 3区 工程技术 Q3 MECHANICS Pub Date : 2025-07-04 DOI: 10.1007/s11012-025-02026-x
Zhengquan Liu, Guoping Wang, Jianshu Zhang, Xiaoting Rui, Lilin Gu, Xizhe Zhang

This paper introduces a systematic method for analyzing the free and forced vibrations of hybrid double-beam systems under axial force, utilizing the linear multibody system transfer matrix method. The hybrid double-beam system consists of two types of elements, the double-beam segments and the spring-supported rigid bodies. This configuration is commonly found in research and engineering applications. The frequency equation of the system can be directly obtained through successive multiplication of the element transfer matrices, accommodating arbitrary boundary conditions. The transfer equation for the axially loaded Timoshenko beam are derived analytically, thereby avoiding the accuracy loss due to spatial discretization. And there is no need to discuss the derivation for different cases. The orthogonality of the augmented eigenvectors of the hybrid double-beam system is mathematically proven. The forced vibration of the system is solved using the modal superposition method. Three numerical examples verify the systematicity, simplicity and high accuracy of the proposed method. Furthermore, the effects of axial force, spring support stiffness, and rigid body mass on the vibration characteristics of the hybrid double-beam system are analyzed, providing valuable insights for optimizing designs and avoiding undesirable vibrations.

本文采用线性多体系统传递矩阵法,系统地分析了轴向力作用下混合双梁系统的自由振动和受迫振动。混合双梁系统由两种单元组成:双梁段和弹簧支承刚体。这种配置在研究和工程应用中很常见。在任意边界条件下,通过单元传递矩阵的逐次乘法可以直接得到系统的频率方程。解析导出了轴向加载Timoshenko梁的传递方程,避免了空间离散造成的精度损失。不需要讨论不同情况下的推导。用数学方法证明了混合双光束系统增广特征向量的正交性。采用模态叠加法求解了系统的强迫振动。三个算例验证了该方法的系统性、简便性和较高的精度。此外,还分析了轴向力、弹簧支承刚度和刚体质量对混合双梁系统振动特性的影响,为优化设计和避免不良振动提供了有价值的见解。
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引用次数: 0
Non-homogeneous granular micromechanic-based numerical simulations for ultra-high-performance fiber-reinforced concrete (UHP-FRC) in compression, tension and three-point bending tests 基于非均匀颗粒细观力学的超高性能纤维增强混凝土(UHP-FRC)压缩、拉伸和三点弯曲试验数值模拟
IF 2.1 3区 工程技术 Q3 MECHANICS Pub Date : 2025-07-03 DOI: 10.1007/s11012-025-02009-y
Abdou Kandalaft, Anil Misra, Luca Placidi, Francesco Fabbrocino

Ultra-High Performance Fiber-Reinforced Concrete (UHP-FRC), a construction material that has been introduced and refined over the past two decades, offers exceptional advantages that set it apart from traditional concrete. The mechanical response of UHP-FRC is often evaluated in the laboratory using tests that include compression, tensile, and three-point bending, in which non-homogeneous deformation fields develop, resulting in the localization of failure processes. Here, we utilize a second gradient continuum theory, applicable to UHP-FRC, developed within the granular micromechanic framework to model the deformation and failure behavior. The granular micromechanic framework accounts for the variability in grain-pair orientations within a continuum material point, integrating interactions across the orientational space to capture the evolving macroscale behavior of UHP-FRC. A key outcome of the model is the prediction of directional evolution in damage and plasticity, leading to emergent anisotropy in the material’s response. As a result, a comprehensive micromechanic framework is developed that can characterize the deformation behavior of UHP-FRC, providing a robust connection between microscale processes and macroscale performance. This method incorporates Piola’s ansatz to link granular micromechanics with the continuum scale and introduces objective kinematic descriptors to represent grain-to-grain relative displacements under finite deformations. Evolution equations for damage and plastic variables, derived using Karush–Kuhn–Tucker (KKT)-type conditions, govern the interactions at the grain level. The model’s applicability is demonstrated through numerical simulations and comparisons with experimental tests in terms of the force–displacement curves. A parametric analysis is also conducted to assess the influence of input parameters on the simulation results. The model replicates the superior tensile and residual strength, excellent crack control, and remarkable resistance to crack propagation that enhance durability and structural integrity of UHP-FRC. The theoretical insights and analysis capability offered by the described model can form a basis for exploiting the immense potential of UHP-FRC for innovative and resilient applications in structural engineering.

超高性能纤维增强混凝土(UHP-FRC)是一种在过去二十年中被引入和改进的建筑材料,它具有与传统混凝土不同的独特优势。UHP-FRC的力学响应通常在实验室中进行评估,使用包括压缩、拉伸和三点弯曲在内的测试,其中会产生非均匀变形场,导致破坏过程的局部化。在这里,我们利用第二梯度连续统理论,适用于UHP-FRC,在颗粒细观力学框架内发展,以模拟变形和破坏行为。颗粒微观力学框架解释了连续材料点内颗粒对取向的变化,整合了取向空间中的相互作用,以捕捉UHP-FRC不断变化的宏观行为。该模型的一个关键结果是预测损伤和塑性的方向演变,从而导致材料响应的涌现各向异性。因此,开发了一个全面的微力学框架,可以表征UHP-FRC的变形行为,在微观尺度过程和宏观尺度性能之间提供了强有力的联系。该方法结合Piola的分析将颗粒细观力学与连续尺度联系起来,并引入客观的运动学描述符来表示有限变形下的粒间相对位移。利用Karush-Kuhn-Tucker (KKT)型条件导出的损伤和塑性变量演化方程控制了晶粒水平上的相互作用。通过数值模拟和与试验结果的对比,验证了该模型的适用性。此外,还进行了参数分析,以评估输入参数对仿真结果的影响。该模型重现了UHP-FRC优异的抗拉强度和残余强度、优异的裂缝控制能力和显著的抗裂缝扩展能力,从而提高了UHP-FRC的耐久性和结构完整性。所描述的模型提供的理论见解和分析能力可以为开发UHP-FRC在结构工程中创新和弹性应用的巨大潜力奠定基础。
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引用次数: 0
Bifurcation analysis using modified stiffness method of group theoretic imperfections 群理论缺陷修正刚度法的分岔分析
IF 2.1 3区 工程技术 Q3 MECHANICS Pub Date : 2025-06-30 DOI: 10.1007/s11012-025-02001-6
Ichiro Ario, Ma Dong

Multiple bifurcations due to symmetry often occur when analyzing nonlinear structural motifs with axial symmetry. The identification of multiple bifurcation points and the tracing of bifurcation paths become significant challenges in numerical analysis. In this paper, we address a numerical problem of nonlinear bifurcation in a symmetric structure exhibiting double bifurcation points. By focusing on the initial imperfection vector corresponding to the partial irreducible representation of its symmetry, we propose a modified stiffness method. This method utilizes the orthogonalization transformation differences to separate the multiple bifurcation points of the second-order irreducible representation of the stiffness matrix into a single bifurcation point. As a numerical example, bifurcation analysis of an axially symmetric fullerene truss structure is conducted to demonstrate the effectiveness of the proposed method. This study successfully addresses the issue of multiple bifurcations in axially symmetric structures by incorporating group-theoretic bifurcation theory and modifying the stiffness method, as validated by the numerical analysis of a fullerene truss structure.

在分析具有轴对称的非线性结构模体时,往往会出现由于对称性引起的多重分岔。多分岔点的识别和分岔路径的跟踪成为数值分析中的重大挑战。本文研究具有双分岔点的对称结构的非线性分岔问题。针对其对称性部分不可约表示所对应的初始缺陷向量,提出了一种改进的刚度方法。该方法利用正交变换差分将刚度矩阵二阶不可约表示的多个分岔点分离为单个分岔点。通过对轴对称富勒烯桁架结构的分岔分析,验证了该方法的有效性。本文通过对富勒烯桁架结构的数值分析,成功地解决了轴对称结构中存在的多重分岔问题。
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引用次数: 0
Monolayered pantographic waveguides admit elastic rarefaction solitary waves 单层受电弓波导允许弹性稀疏孤立波
IF 2.1 3区 工程技术 Q3 MECHANICS Pub Date : 2025-06-27 DOI: 10.1007/s11012-025-02023-0
Emilio Barchiesi

Monolayered pantographic waveguides are mechanical apparatus consisting of flexible elements hinge-connected in a diamond shape, that store elastic deformation energy on stretch gradients and exhibit an extensible-to-inextensible transition in tension. This yields exotic dispersion properties and leaves room to the hypothesis that elastic solitary waves may propagate through these waveguides. The present communication delves into this issue by exploiting a homogenized continuum description based on Hookean interaction potentials at the micro-scale—where flexible elements are considered to be inextensible—to derive admissibility conditions for solitary wave propagation. It is found that monolayered pantographic waveguides admit elastic rarefaction solitary waves. Solitary waveforms and their spectral stability are analyzed numerically.

单层受电弓波导是一种由柔性元件铰链连接成菱形的机械装置,它在拉伸梯度上存储弹性变形能,并表现出可拉伸到不可拉伸的张力转变。这产生了奇异的色散特性,并为弹性孤立波可能通过这些波导传播的假设留下了空间。本文通过在微观尺度上利用基于Hookean相互作用势的均质连续体描述(其中柔性元件被认为是不可扩展的)来深入研究这个问题,从而推导出孤立波传播的可容许条件。发现单层受电弓波导允许弹性稀疏孤立波。对孤立波形及其谱稳定性进行了数值分析。
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引用次数: 0
The extensible Kapitza pendulum: some considerations on a classic stability problem 可展Kapitza摆:关于一个经典稳定性问题的一些考虑
IF 2.1 3区 工程技术 Q3 MECHANICS Pub Date : 2025-06-27 DOI: 10.1007/s11012-025-02022-1
Ida Mascolo, Marco Laudato, Federico Guarracino

Some plain considerations are provided on the influence of axial deformation on the stability of the upper equilibrium position of the Kapitza pendulum with respect to the linearisation or non-linearisation of the associated Lagrange’s equations. Following a very uncomplicated approach and fully accounting for the non-linearity of the problem, it is shown that in the case of the extensible Kapitza pendulum the dynamical behaviour of the system cannot be always correctly captured by a simple linearisation about the upper equilibrium point and a phenomenon related to the degree of approximation can take place for this dynamic system that replicates what happens in the case of the stability of equilibrium of simple axially extensible systems. Also, it is remarked that the introduction of axial deformation may play the same role as the addition of damping.

从相关拉格朗日方程的线性化或非线性化角度,给出了轴向变形对Kapitza摆上平衡位置稳定性的影响。采用一种非常简单的方法并充分考虑到问题的非线性,结果表明,在可扩展Kapitza摆的情况下,系统的动力学行为不能总是通过对上平衡点的简单线性化来正确地捕获,并且可以发生与近似程度相关的现象,这种现象复制了在简单轴向可扩展系统的平衡稳定性情况下发生的情况。此外,还指出轴向变形的引入可能起到与增加阻尼相同的作用。
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引用次数: 0
Correction: Appraisal of the overburden mass and boundary conditions on the rocking behaviour of the vertical spanning strip wall 修正:对垂直跨条形墙体摇摆特性的覆盖层质量和边界条件的评价
IF 2.1 3区 工程技术 Q3 MECHANICS Pub Date : 2025-06-27 DOI: 10.1007/s11012-025-02014-1
Georgios Vlachakis, Carla Colombo, Dario Vecchio, Anastasios I. Giouvanidis, Paulo B. Lourenço
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引用次数: 0
Intelligent optimization based on the genetic algorithm for a customizable Stephenson III six-bar mechanical finger 基于遗传算法的可定制Stephenson III六杆机械指的智能优化
IF 2.1 3区 工程技术 Q3 MECHANICS Pub Date : 2025-06-26 DOI: 10.1007/s11012-025-02013-2
Alejandro Rodríguez-Molina, José David Álvarez-Piedras, Miguel Gabriel Villarreal-Cervantes, Omar Serrano-Pérez, Geovanni Flores-Caballero

The motion of the hand’s fingers allows humans to perform many activities. A mechanical model of these limbs can be used in industry and healthcare applications. Due to the sophisticated structure of such limbs, the generation of mechanisms to emulate them is complex but can be addressed with computational intelligence techniques such as metaheuristics. Current models consist of closed, open, or hybrid kinematic chains. Each alternative has advantages and disadvantages in terms of cost, energy, precision, variety of movements, and anthropometric and anthropomorphic characteristics. These mechanisms are derived from information obtained from hand biomechanical studies or clinical experience, so they are not considered customizable and are hardly anthropometric and anthropomorphic. This work presents an approach for the intelligent synthesis of customizable mechanical fingers with anthropomorphic and anthropometric features. This approach aims to exploit the relatively low cost, high precision, and complex trajectories that can develop the one-degree-of-freedom Stephenson III six-bar mechanism to perform cyclic flexion and extension movements as a human finger would. For this, the dimensional synthesis problem of the six-bar mechanism is proposed as an optimization one. So, anthropometric characteristics of the finger are accounted for by using a reference trajectory derived from precise measurements of the subject’s cyclic flexion and extension movements relative to the metacarpophalangeal joint. On the other hand, anthropomorphic features are incorporated by imposing constraints that induce dimensions of the mechanism that resemble the human finger, regulate the size of the links corresponding to hand bones, and place fixed points in locations that mirror the metacarpal structure. The characteristics obtained through this approach have not been found in any design similar to this one to date. With the proper synthesis of the mechanism, it is intended to track an anthropometric reference trajectory collected from the finger of a healthy individual through a commercial low-cost optical hand sensor and conditioned using the spectral clustering unsupervised learning technique. This approach successfully synthesized a customized mechanical finger for a test subject using a genetic algorithm. The design was implemented through low-cost additive manufacturing. After several analyses, the proposal proved to be accurate in tracking the finger movements of different individuals, flexible to anthropometric data, and possessing advantages over other alternative metaheuristics approaches.

手指的运动使人类能够进行许多活动。这些肢体的机械模型可用于工业和医疗保健应用。由于这种肢体的复杂结构,模拟它们的机制的生成是复杂的,但可以用计算智能技术(如元启发式)来解决。目前的模型包括封闭、开放或混合运动链。每种替代方案在成本、能量、精度、运动的多样性以及人体测量和拟人化特征方面都有优点和缺点。这些机制是从手部生物力学研究或临床经验中获得的信息衍生出来的,因此它们不能被认为是可定制的,也很难是人体测量和拟人化的。这项工作提出了一种智能合成具有拟人化和人体测量特征的可定制机械手指的方法。该方法旨在利用相对低成本、高精度和复杂的轨迹,开发出一个自由度的Stephenson III六杆机构,像人类手指一样进行循环屈伸运动。为此,提出了六杆机构的尺寸综合问题作为优化问题。因此,手指的人体测量特征是通过精确测量受试者相对于掌指关节的周期性屈伸运动得出的参考轨迹来解释的。另一方面,拟人化特征是通过施加约束,诱导类似人类手指的机制的尺寸,调节与手骨对应的链接的大小,并在反映掌骨结构的位置放置固定点来结合的。迄今为止,还没有在任何类似的设计中发现通过这种方法获得的特性。在适当综合机制的情况下,通过商用低成本光学手部传感器,并使用光谱聚类无监督学习技术进行调节,跟踪从健康个体手指收集的人体测量参考轨迹。该方法使用遗传算法成功地为测试对象合成了定制的机械手指。该设计是通过低成本的增材制造实现的。经过多次分析,该提议被证明在跟踪不同个体的手指运动方面是准确的,对人体测量数据是灵活的,并且比其他替代的元启发式方法具有优势。
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引用次数: 0
A variational phase-field model for ductile fracture depending on hydrostatic stresses 基于静水应力的韧性断裂变分相场模型
IF 2.1 3区 工程技术 Q3 MECHANICS Pub Date : 2025-06-25 DOI: 10.1007/s11012-025-01971-x
Anne-Sophie Sur, Laura De Lorenzis, Corrado Maurini, Odd Sture Hopperstad

We model ductile fracture for geometrically linear deformations by coupling plasticity and phase-field fracture models in a variationally consistent framework. The main aim of the proposed model is to account for the effect of stress triaxiality, in order to accurately reproduce ductile fracture, in particular, the instant and location of fracture initiation. For this purpose, we couple the modified Cam-Clay plasticity model with a phase-field fracture model. We study the behaviour of the model analytically in terms of homogeneous material responses, and numerically on plane-strain and axisymmetric specimens under tension with different notches.

我们在变分一致的框架中通过耦合塑性和相场断裂模型来模拟几何线性变形的韧性断裂。该模型的主要目的是考虑应力三轴性的影响,以便准确地再现韧性断裂,特别是断裂起裂的瞬间和位置。为此,我们将修正的Cam-Clay塑性模型与相场断裂模型相耦合。我们从均匀材料响应的角度对模型的行为进行了解析研究,并对平面应变和轴对称试样在不同缺口的拉伸下的行为进行了数值研究。
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引用次数: 0
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Meccanica
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