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Investigation on dynamic characteristics of inserts supporting run-flat tyre based on the modified non-linear ground pressure distribution 基于修改后的非线性地面压力分布的防滑轮胎嵌件动态特性研究
IF 2.8 3区 工程技术 Q2 MECHANICS Pub Date : 2024-09-24 DOI: 10.1016/j.ijnonlinmec.2024.104916
Liguo Zang , Cheng Xue , Xinlei Peng , Jing Jiao , Yuxin Feng , Yulin Mao
Tyres are the sole vehicle components in direct contact with the ground, so making an accurate description of their ground pressure distribution is crucial for studying tyres and vehicles mechanical characteristics. The incorporation of an insert body on the rim leads to a significant divergence in the ground pressure distribution of inserts supporting run-flat tyre (ISRFT) under zero-pressure conditions compared to radial tyres. To elucidate the ground pressure distribution law of ISRFT, this study first develops a theoretical model of ISRFT-ground contact and proposes a modified non-linear ground pressure distribution. Subsequently, the verification and estimation of the parameters related to the modified non-linear ground pressure distribution were conducted. The lateral and longitudinal forces of ISRFT under various load and pressure conditions were then examined in conjunction with the brush tyre model. The results demonstrate that the modified non-linear ground pressure distribution exhibits a high degree of fitting accuracy, with a maximum error of 5.27% between theoretical and simulation. The lateral force increases rapidly when the slip angle is less than 3°, and slows down when it exceeds 3°. Furthermore, the slip angle at which the maximum lateral force occurs under zero-pressure conditions is 3–5° greater than that under standard pressure. The longitudinal force exhibits a rapid increase when the slip rate exceeds −0.2, and then plateaus as the slip rate further increases. It is noteworthy that the maximum longitudinal force under zero-pressure conditions is 23.33% lower than that under standard pressure. This research lays a theoretical foundation for the mathematical modelling of ground pressure distribution of ISRFT and provides a reference for analysing tyres and vehicles mechanical characteristics.
轮胎是与地面直接接触的唯一车辆部件,因此准确描述其地面压力分布对于研究轮胎和车辆机械特性至关重要。与子午线轮胎相比,由于在轮辋上安装了镶嵌体,因此在零压条件下,支持镶嵌体的轮胎(ISRFT)的接地压力分布存在显著差异。为阐明支撑型轮胎的地压分布规律,本研究首先建立了支撑型轮胎与地面接触的理论模型,并提出了修正的非线性地压分布。随后,对修正的非线性地压分布相关参数进行了验证和估算。然后,结合有刷轮胎模型,研究了各种载荷和压力条件下 ISRFT 的横向和纵向力。结果表明,修正的非线性地压分布具有很高的拟合精度,理论与模拟之间的最大误差为 5.27%。当滑移角小于 3° 时,侧向力迅速增加,而当滑移角超过 3° 时,侧向力增加速度减慢。此外,零压条件下产生最大横向力的滑移角比标准压力下的滑移角大 3-5°。当滑移率超过 -0.2 时,纵向力迅速增加,然后随着滑移率的进一步增加而趋于平稳。值得注意的是,零压条件下的最大纵向力比标准压力下的纵向力小 23.33%。这项研究为建立 ISRFT 地面压力分布的数学模型奠定了理论基础,并为分析轮胎和车辆的机械特性提供了参考。
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引用次数: 0
Stability of a viscous liquid film flowing down an inclined plane with respect to three-dimensional disturbances 粘性液膜在三维扰动下沿斜面流动的稳定性
IF 2.8 3区 工程技术 Q2 MECHANICS Pub Date : 2024-09-21 DOI: 10.1016/j.ijnonlinmec.2024.104911
S. Dholey
<div><div>An analysis is presented for the stability of a viscous liquid film flowing down an inclined plane with respect to three-dimensional disturbances under the action of gravity and surface tension. Using momentum-integral method, the nonlinear free surface evolution equation is derived by introducing the self-similar semiparabolic velocity profiles along the flow (<span><math><mi>x</mi></math></span>- and <span><math><mi>y</mi></math></span>-axis) directions. A normal mode technique and the method of multiple scales are used to obtain the theoretical (linear and nonlinear stability) results of this flow problem, which conceive the physical parameters: Reynolds number <span><math><mrow><mi>R</mi><mi>e</mi></mrow></math></span>, Weber number <span><math><mrow><mi>W</mi><mi>e</mi></mrow></math></span>, angle of inclination of the plane <span><math><mi>θ</mi></math></span> and the angle of propagation of the interfacial disturbances <span><math><mi>ϕ</mi></math></span>. The temporal growth rate <span><math><msubsup><mrow><mi>ω</mi></mrow><mrow><mi>i</mi></mrow><mrow><mo>+</mo></mrow></msubsup></math></span> and second Landau constant <span><math><msub><mrow><mi>J</mi></mrow><mrow><mn>2</mn></mrow></msub></math></span>, based on which various (explosive, supercritical, unconditional, subcritical) stability zones of this flow problem are categorized, contain the shape factors <span><math><mi>B</mi></math></span> and <span><math><mi>β</mi></math></span> owing to the non-zero steady basic flow along the <span><math><mi>y</mi></math></span>-axis direction. A novel result which emerges from the linear stability analysis is that for any given value of <span><math><mrow><mi>R</mi><mi>e</mi></mrow></math></span>, <span><math><mrow><mi>W</mi><mi>e</mi></mrow></math></span> and <span><math><mi>θ</mi></math></span>, any stability that arises in two-dimensional disturbances (<span><math><mi>ϕ</mi></math></span> = <span><math><mn>0</mn></math></span>) must also be present in three-dimensional disturbances. For <span><math><mi>ϕ</mi></math></span> = 0, there exists a second explosive unstable zone (instead of unconditional stable zone) after a certain value of <span><math><mrow><mi>R</mi><mi>e</mi></mrow></math></span> (or <span><math><mi>θ</mi></math></span>) due to the involvement of <span><math><mi>B</mi></math></span> and <span><math><mi>β</mi></math></span> in the expression of <span><math><msub><mrow><mi>J</mi></mrow><mrow><mn>2</mn></mrow></msub></math></span>. This explosive unstable zone vanishes after a certain value of <span><math><mi>ϕ</mi></math></span> depending upon the values of <span><math><mrow><mi>R</mi><mi>e</mi></mrow></math></span>, <span><math><mrow><mi>W</mi><mi>e</mi></mrow></math></span> and <span><math><mi>θ</mi></math></span>, which confirms the stabilizing influence of <span><math><mi>ϕ</mi></math></span> on the thin film flow dynamics irrespective of the values of <span><math><mrow><mi>R</mi><mi>e</mi></mrow></math></span>, <spa
本文分析了在重力和表面张力作用下,粘性液膜在三维扰动下沿斜面流动的稳定性。利用动量积分法,通过引入沿流动(x 轴和 y 轴)方向的自相似半抛物线速度剖面,推导出非线性自由表面演化方程。利用法向模态技术和多尺度方法获得了该流动问题的理论(线性和非线性稳定性)结果,其中包含以下物理参数:雷诺数 Re、韦伯数 We、平面倾斜角 θ 和界面扰动传播角 ϕ。时间增长率 ωi+ 和第二朗道常数 J2 是该流动问题各种(爆炸、超临界、无条件、亚临界)稳定区的分类依据,其中包含沿 y 轴方向的非零稳定基本流所产生的形状因子 B 和 β。线性稳定性分析得出的一个新结果是,对于任何给定的 Re、We 和 θ 值,在二维扰动(j = 0)中产生的任何稳定性在三维扰动中也一定存在。对于 ϕ = 0,由于 B 和 β 在 J2 表达式中的参与,在 Re(或 θ)达到一定值后,存在第二个爆炸性不稳定区(而不是无条件稳定区)。根据 Re、We 和 θ 值的不同,爆炸性不稳定区在一定的 ϕ 值之后消失,这证实了 ϕ 对薄膜流动动力学的稳定影响,与 Re、We 和 θ 值无关。
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A normal mode technique and the method of multiple scales are used to obtain the theoretical (linear and nonlinear stability) results of this flow problem, which conceive the physical parameters: Reynolds number &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;R&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt;, Weber number &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;W&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt;, angle of inclination of the plane &lt;span&gt;&lt;math&gt;&lt;mi&gt;θ&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt; and the angle of propagation of the interfacial disturbances &lt;span&gt;&lt;math&gt;&lt;mi&gt;ϕ&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt;. The temporal growth rate &lt;span&gt;&lt;math&gt;&lt;msubsup&gt;&lt;mrow&gt;&lt;mi&gt;ω&lt;/mi&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mi&gt;i&lt;/mi&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mo&gt;+&lt;/mo&gt;&lt;/mrow&gt;&lt;/msubsup&gt;&lt;/math&gt;&lt;/span&gt; and second Landau constant &lt;span&gt;&lt;math&gt;&lt;msub&gt;&lt;mrow&gt;&lt;mi&gt;J&lt;/mi&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mn&gt;2&lt;/mn&gt;&lt;/mrow&gt;&lt;/msub&gt;&lt;/math&gt;&lt;/span&gt;, based on which various (explosive, supercritical, unconditional, subcritical) stability zones of this flow problem are categorized, contain the shape factors &lt;span&gt;&lt;math&gt;&lt;mi&gt;B&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt; and &lt;span&gt;&lt;math&gt;&lt;mi&gt;β&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt; owing to the non-zero steady basic flow along the &lt;span&gt;&lt;math&gt;&lt;mi&gt;y&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt;-axis direction. A novel result which emerges from the linear stability analysis is that for any given value of &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;R&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt;, &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;W&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt; and &lt;span&gt;&lt;math&gt;&lt;mi&gt;θ&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt;, any stability that arises in two-dimensional disturbances (&lt;span&gt;&lt;math&gt;&lt;mi&gt;ϕ&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt; = &lt;span&gt;&lt;math&gt;&lt;mn&gt;0&lt;/mn&gt;&lt;/math&gt;&lt;/span&gt;) must also be present in three-dimensional disturbances. For &lt;span&gt;&lt;math&gt;&lt;mi&gt;ϕ&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt; = 0, there exists a second explosive unstable zone (instead of unconditional stable zone) after a certain value of &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;R&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt; (or &lt;span&gt;&lt;math&gt;&lt;mi&gt;θ&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt;) due to the involvement of &lt;span&gt;&lt;math&gt;&lt;mi&gt;B&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt; and &lt;span&gt;&lt;math&gt;&lt;mi&gt;β&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt; in the expression of &lt;span&gt;&lt;math&gt;&lt;msub&gt;&lt;mrow&gt;&lt;mi&gt;J&lt;/mi&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mn&gt;2&lt;/mn&gt;&lt;/mrow&gt;&lt;/msub&gt;&lt;/math&gt;&lt;/span&gt;. This explosive unstable zone vanishes after a certain value of &lt;span&gt;&lt;math&gt;&lt;mi&gt;ϕ&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt; depending upon the values of &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;R&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt;, &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;W&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt; and &lt;span&gt;&lt;math&gt;&lt;mi&gt;θ&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt;, which confirms the stabilizing influence of &lt;span&gt;&lt;math&gt;&lt;mi&gt;ϕ&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt; on the thin film flow dynamics irrespective of the values of &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;R&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt;, &lt;spa","PeriodicalId":50303,"journal":{"name":"International Journal of Non-Linear Mechanics","volume":"167 ","pages":"Article 104911"},"PeriodicalIF":2.8,"publicationDate":"2024-09-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142327832","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
Acoustoelastic guided and surface waves in waveguides with focus on non-destructive testing and structural health monitoring applications — A review of recent studies 波导中的声弹性导波和表面波,重点关注无损检测和结构健康监测应用 - 近期研究综述
IF 2.8 3区 工程技术 Q2 MECHANICS Pub Date : 2024-09-20 DOI: 10.1016/j.ijnonlinmec.2024.104912
Bo Zhang , Cherif Othmani , Tarek Khelfa , He Zhang , Chaofeng Lü , Anouar Njeh
Non-destructive testing using acoustic waves has emerged as a potential high-impact technology for improving the safety of elastic structures and reducing life-cycle costs. Although this technology has seen a number of significant developments, normal operational conditions, such as applied stresses, may hamper its reliability in terms of defects detection. In this context, the nonlinear interactions between the mechanical stress in the materials and the acoustic waves have been studied over the years. The influence of applied stress on acoustic wave propagation is commonly termed acoustoelasticity. It is worth noting that the acoustoelastic effect property is deeply related to the acoustic modes propagation, direction of waves propagation and the material nonlinearity. Thus, understanding the acoustoelastic phenomena may be crucial to fully exploit the benefits of the non-destructive technology. For instance, since damage and applied stress cause changes on wave phase velocity, the damage-induced change should be distinguished from the stress-induced change. Meanwhile, well understanding stress-induced changes can yield the opportunities of stress measurement. To the best of the author's knowledge, there is no review on the subject of acoustoelastic effects. This paper reviews most of the corresponding studies published in recent years, with an emphasis on non-destructive testing and structural health monitoring applications. The main objective of this review paper is to collate the research performed in the area of acoustoelastic effects during the last 23 years, thereby giving a broad perspective on the state of the art in this research field. Moreover, some disputed and obscure understandings of the acoustoelastic effects are discussed, and the relationship between the initial stress and the material symmetry is examined.
利用声波进行无损检测已成为一种潜在的高影响力技术,可提高弹性结构的安全性并降低生命周期成本。虽然这项技术取得了许多重大进展,但正常运行条件(如外加应力)可能会影响其缺陷检测的可靠性。在这种情况下,多年来一直在研究材料中的机械应力与声波之间的非线性相互作用。外加应力对声波传播的影响通常被称为声弹性。值得注意的是,声弹性效应特性与声波模式的传播、波的传播方向和材料的非线性关系密切。因此,了解声弹性现象对于充分发挥无损技术的优势至关重要。例如,由于损伤和外加应力会引起波相位速度的变化,因此应将损伤引起的变化与应力引起的变化区分开来。同时,充分了解应力引起的变化可以为应力测量提供机会。据笔者所知,目前还没有关于声弹性效应的综述。本文回顾了近年来发表的大部分相应研究,重点是无损检测和结构健康监测应用。本综述论文的主要目的是整理过去 23 年来在声弹性效应领域开展的研究,从而为该研究领域的技术现状提供一个广阔的视角。此外,还讨论了声弹性效应的一些有争议和模糊的理解,并研究了初始应力与材料对称性之间的关系。
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引用次数: 0
An explicit nonlinear model for large spatial deflections of symmetric slender beams 对称细长梁大空间挠度的显式非线性模型
IF 2.8 3区 工程技术 Q2 MECHANICS Pub Date : 2024-09-19 DOI: 10.1016/j.ijnonlinmec.2024.104910
Yuhan Chen , Shilong Yao , Li Liu , Max Q.-H. Meng
Flexible slender beams are commonly used in compliant mechanisms and continuum robots. However, the modeling of these beams can be complicated due to the geometric nonlinearity becoming significant at large elastic deflections. This paper presents an explicit nonlinear model for large spatial deflections of a slender beam with uniform, symmetrical sections subjected to general end-loading. The elongation, bending, torsion, and shear deformations of the beams are modeled based on Timoshenko’s assumptions and Cosserat rod theory. Subsequently, the nonlinear governing differential equations for the beam are derived from the quaternion representation of the rotation matrix. The explicit load–displacement relations of the beam are obtained using the improved Adomian decomposition method. This method is superior to the classical Adomian decomposition method in terms of convergence rate and domain. The convergence and superiority of the method are also rigorously demonstrated. Simulations are provided to verify the one-, two-, and three-dimensional deflections of beams. Real-world experiments have also been performed to validate our method’s effectiveness with two different beam configurations. The results indicate that the proposed method accurately estimates large spatial deflections of flexible beams.
柔性细长梁通常用于顺从机构和连续机器人。然而,由于几何非线性在大弹性挠度时变得非常明显,这些梁的建模可能会变得复杂。本文提出了一种显式非线性模型,用于计算具有均匀对称截面的细长梁在承受一般端面荷载时的大空间挠度。梁的伸长、弯曲、扭转和剪切变形是基于 Timoshenko 假设和 Cosserat 杆件理论建模的。随后,根据旋转矩阵的四元数表示法推导出梁的非线性控制微分方程。梁的显式载荷-位移关系是通过改进的阿多米分解法得到的。该方法在收敛速度和域方面优于经典的 Adomian 分解法。该方法的收敛性和优越性也得到了严格证明。模拟验证了梁的一维、二维和三维挠度。此外,还进行了实际实验,以验证我们的方法在两种不同梁配置下的有效性。结果表明,所提出的方法能准确估计柔性梁的大空间挠度。
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引用次数: 0
Modeling of residual stiffness phenomenon in modified Iwan model of bolted joints and its application 螺栓连接修正伊万模型中残余刚度现象的建模及其应用
IF 2.8 3区 工程技术 Q2 MECHANICS Pub Date : 2024-09-19 DOI: 10.1016/j.ijnonlinmec.2024.104909
Hao Chen , Zhiming Hao , Jinxin Kuang , Yongjian Mao
Bolted joints have been widely used in various mechanical structures. Due to the presence of contact interfaces, the joints exhibit complex nonlinear behavior under dynamic loading. Effective prediction of the dynamic response of bolted structures requires the construction of appropriate dynamic models. This paper proposes a modified Iwan model which gives a more comprehensive description of joints than the previous Iwan models, especially for the phenomenon of residual stiffness in macro slip. The equations of the model's backbone curve, hysteresis curve, and energy dissipation are derived. The parameter identification procedure is also provided. Subsequently, connection elements based on the modified Iwan model are integrated into a single bolted joint and a thin-walled cylinder containing multiple bolted joints, the responses under quasi-static unidirectional loading, quasi-static cyclic loading and constant-frequency excitation are investigated. The physical interpretation of the parameters in the model is discussed, thus explaining the relationship between the bolted joint's physical parameters and some important variables. The results indicate that the model can effectively characterize the nonlinear mechanical behavior of the bolted joint for both micro and macro slip regime, with significant improvement in computational efficiency.
螺栓连接已广泛应用于各种机械结构中。由于接触界面的存在,接头在动态载荷下表现出复杂的非线性行为。要有效预测螺栓连接结构的动态响应,需要构建适当的动态模型。本文提出了一种改进的 Iwan 模型,与之前的 Iwan 模型相比,该模型能更全面地描述接头,尤其是宏观滑移中的残余刚度现象。推导了模型的骨干曲线、滞后曲线和能量耗散方程。同时还提供了参数识别程序。随后,将基于改进 Iwan 模型的连接元件集成到单个螺栓连接和包含多个螺栓连接的薄壁圆柱体中,研究了准静态单向载荷、准静态循环载荷和恒频激励下的响应。讨论了模型参数的物理解释,从而解释了螺栓连接的物理参数与一些重要变量之间的关系。结果表明,该模型能有效描述螺栓连接在微滑移和大滑移情况下的非线性力学行为,并显著提高了计算效率。
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引用次数: 0
Partially invariant solution with an arbitrary surface of blow-up for the gas dynamics equations admitting pressure translation 允许压力平移的气体动力学方程的部分不变解与任意吹胀面
IF 2.8 3区 工程技术 Q2 MECHANICS Pub Date : 2024-09-17 DOI: 10.1016/j.ijnonlinmec.2024.104904
Dilara Siraeva
We applied a method of symmetry reduction to the gas dynamics equations with a special form of the equation of state. This equation of state is a pressure represented as the sum of a density and an entropy functions. The symmetry Lie algebra of the system is 12-dimensional. One, two and three-dimensional subalgebras were considered. In this article, four-dimensional subalgebras are considered for the first time. Specifically, invariants are calculated for 50 four-dimensional subalgebras. Using invariants of one of the subalgebras, a symmetry reduction of the original system is calculated. The reduced system is a partially invariant submodel because one gas-dynamic function cannot be expressed in terms of the invariants. The submodel leads to two families of exact solutions, one of which describes the isochoric motion of the media, and the other solution specifies an arbitrary blow-up surface. For the first family of solutions, the particle trajectories are parabolas or rays; for the second family of solutions, the particles move along cubic parabolas or straight lines. From each point of the blow-up surface, particles fly out at different speeds and end up on a straight line at any other fixed moment in time. A description of the motion of particles for each family of solutions is given.
我们将对称性还原法应用于具有特殊形式状态方程的气体动力学方程。该状态方程是以密度函数和熵函数之和表示的压力。系统的对称李代数为 12 维。考虑了一维、二维和三维子代数。本文首次考虑了四维子代数。具体来说,计算了 50 个四维子代数的不变式。利用其中一个子代数的不变式,计算出原始系统的对称性还原。缩减后的系统是一个部分不变的子模型,因为一个气体动力函数无法用不变式来表示。子模型导致两个精确解系列,其中一个描述了介质的等速运动,另一个则指定了一个任意炸开面。对于第一个解系列,粒子轨迹是抛物线或射线;对于第二个解系列,粒子沿立方抛物线或直线运动。粒子从爆炸面上的每一点以不同的速度飞出,并在时间的任何其他固定时刻以一条直线结束。本文给出了每个解系的粒子运动描述。
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引用次数: 0
Impact of compliant electrodes on the dynamics of electromagnetoactive membranes 顺应性电极对电磁活动膜动力学的影响
IF 2.8 3区 工程技术 Q2 MECHANICS Pub Date : 2024-09-17 DOI: 10.1016/j.ijnonlinmec.2024.104906
Asesh Kumar Patra , Aman Khurana , Deepak Kumar , Prashant Saxena
The dynamics of electromagnetoactive polymer (EMAP) membranes have attracted much attention recently because of their wide range of modern robotic applications. Such applications majorly centered on how the dynamics of this novel class of membranes are affected by the mechanical behavior of the compliant electrode. This article presents the dynamic modeling and analysis of EMAP membranes, examining how the inertia of the electrode, coupled with its inherent viscoelastic properties, impacts its dynamic performance. Both the compression and suspension stages of the membrane are covered here in broad terms. An Euler–Lagrange equation of motion is implemented to deduce the governing dynamic model equation of the membrane system. The findings of the model solutions provide preliminary insights to characterize the dynamic response, instability analysis, periodic behavior, and resonance properties across varying parameters such as inertia, electric field, magnetic field, and prestress. Moreover, the study also evaluates the periodicity and stability of the nonlinear oscillations using Poincaré maps and phase portraits, facilitating an assessment of quasi-periodic to periodic transitions.
最近,电磁活性聚合物(EMAP)膜的动力学因其在现代机器人领域的广泛应用而备受关注。这些应用主要集中在这类新型膜的动力学如何受到顺应电极机械行为的影响。本文介绍了 EMAP 膜的动态建模和分析,研究了电极的惯性及其固有的粘弹性如何影响其动态性能。这里大致涵盖了膜的压缩和悬浮阶段。采用欧拉-拉格朗日运动方程来推导膜系统的支配动态模型方程。模型求解的结果提供了初步的见解,说明了不同参数(如惯性、电场、磁场和预应力)下的动态响应、不稳定性分析、周期行为和共振特性。此外,该研究还利用波恩卡雷图和相位肖像评估了非线性振荡的周期性和稳定性,从而有助于评估从准周期到周期的转变。
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引用次数: 0
Nonlinear analysis of spatial trusses with different strain measures and compressible solid 采用不同应变措施和可压缩固体的空间桁架的非线性分析
IF 2.8 3区 工程技术 Q2 MECHANICS Pub Date : 2024-09-13 DOI: 10.1016/j.ijnonlinmec.2024.104907
William T.M. Silva, Kamirã B. Ribeiro, A. Portela

This paper investigates the nonlinear behavior of spatial truss elements under finite deformations, focusing on the impact of various strain measures in compressible materials. We examine both Total Lagrangian (using engineering and Green–Lagrange strains) and Eulerian formulations (using natural, Biot, and Almansi strains). The analysis assumes a linear spatial hyperelastic material where Cauchy stress is proportional to axial natural strain via Young’s modulus. For infinitesimal strains, Young’s modulus remains consistent across different stress/strain pairs. In the finite strain regime, we derive a nonlinear secant modulus based on Young’s modulus. Internal force vectors and tangent stiffness matrices are computed using the direction cosines of the truss element in its deformed state. The paper demonstrates that for infinitesimal deformations, adjusting the modulus of elasticity when using different stress/strain pairs is unnecessary. However, for finite deformations, it is essential to adjust the modulus of elasticity. Numerical simulations validate the performance of the proposed 3D truss element against established formulations. This research offers critical insights into the nonlinear response of spatial trusses, guiding the selection of appropriate strain measures for enhanced accuracy in engineering applications. These findings contribute to more reliable and efficient structural designs, especially in scenarios involving finite deformations and compressible materials.

本文研究了空间桁架元素在有限变形下的非线性行为,重点是可压缩材料中各种应变措施的影响。我们对全拉格朗日应变(使用工程应变和格林-拉格朗日应变)和欧拉应变(使用自然应变、Biot 应变和 Almansi 应变)进行了研究。分析假定材料为线性空间超弹性材料,其中考氏应力通过杨氏模量与轴向自然应变成正比。对于无穷小应变,不同应力/应变对的杨氏模量保持一致。在有限应变机制中,我们根据杨氏模量推导出非线性正切模量。内力矢量和切线刚度矩阵是利用桁架元素在变形状态下的方向余弦计算得出的。论文证明,对于无限小变形,在使用不同应力/应变对时无需调整弹性模量。然而,对于有限变形,调整弹性模量是必要的。数值模拟验证了所提出的三维桁架元素的性能与已有公式的对比。这项研究为空间桁架的非线性响应提供了重要的见解,指导人们选择适当的应变测量方法,以提高工程应用的精确度。这些发现有助于提高结构设计的可靠性和效率,尤其是在涉及有限变形和可压缩材料的情况下。
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引用次数: 0
Cascaded robust fixed-time terminal sliding mode control for uncertain cartpole systems with incremental nonlinear dynamic inversion 带增量非线性动态反演的不确定车杆系统的级联鲁棒固定时间终端滑模控制
IF 2.8 3区 工程技术 Q2 MECHANICS Pub Date : 2024-09-12 DOI: 10.1016/j.ijnonlinmec.2024.104900
Changyi Lei , Quanmin Zhu , Ruobing Li

This paper proposes a cascaded fixed-time terminal sliding mode controller (TSMC) for uncertain underactuated cartpole dynamics using incremental nonlinear dynamic inversion (INDI). Leveraging partial linearization and prioritizing pole dynamics for internal tracking, the proposed controller achieves efficient stabilization of the cart upon convergence of the pole. Stability analysis is carried out using Lyapunov stability theorem, proving that the proposed controller stabilizes the state variables to an arbitrarily small neighborhood of the equilibrium in fixed-time, along with the suboptimality (steady-state error), existence and uniqueness of the solutions. The INDI is also integrated into TSMC to further improve the robustness while suppressing the conservativeness of conventional TSMC. The stability of INDI is rigorously proved using sampling-based Lyapunov function under sampling-based control realm. The simulation results illustrate the superiority of the proposed method with comparison and ablation studies.

本文提出了一种级联固定时间终端滑动模式控制器(TSMC),利用增量非线性动态反演(INDI)来控制不确定的欠驱动小车极点动态。利用部分线性化和内部跟踪的极点动态优先权,所提出的控制器在极点收敛后实现了小车的高效稳定。利用 Lyapunov 稳定性定理进行了稳定性分析,证明了所提出的控制器能在固定时间内将状态变量稳定在平衡点的任意小邻域,同时还证明了解的次优性(稳态误差)、存在性和唯一性。INDI 还被集成到 TSMC 中,以进一步提高鲁棒性,同时抑制传统 TSMC 的保守性。在基于采样的控制境界下,使用基于采样的 Lyapunov 函数严格证明了 INDI 的稳定性。仿真结果通过对比和烧蚀研究说明了所提方法的优越性。
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引用次数: 0
Study on nonlinear relaxation properties of composite solid propellant 复合固体推进剂的非线性弛豫特性研究
IF 2.8 3区 工程技术 Q2 MECHANICS Pub Date : 2024-09-12 DOI: 10.1016/j.ijnonlinmec.2024.104908
Xu Zhang , Jiangtao Wang , Xiangyang Liu , Yanqing Wu , Ningfei Wang , Xiao Hou

Under large deformations, the nonlinear relaxation properties of composite solid propellants result in significant prediction deviations. In this study, viscoelastic experiments of solid propellants at variable temperatures are conducted. A method for calculating the equal stress derivative in multi-step relaxation test results is proposed to calibrate the proportional relationship of nonlinear relaxation times. The relaxation times increase monotonically with deformation and exhibit a logarithmic evolution law. Under large deformations, the increase of relaxation times slows down. The nonlinear relaxation times are introduced into the thermo-hyper-viscoelastic constitutive model constructed by the generalized Maxwell model and the eight-chain tube model. After calibrating the constitutive model parameters based on experimental results, the accuracy of the constitutive model is verified through double-step relaxation tests on center-holed samples. The incorporation of the nonlinear relaxation times reduces the prediction deviations of composite solid propellants from 11% to 5%. The nonlinear relaxation properties of solid propellants originate from the nonlinearity of moduli and viscosities. The moduli and viscosities exhibit a pattern of initially increasing and then dropping with deformation. The microscopic mechanism involves the time consumption of rearrangement due to heightened friction following deformation, as well as the fracture of the molecular chain under large deformation. The temperatures reduce relaxation times and viscosities by increasing the extensibility of molecular chains.

在大变形情况下,复合固体推进剂的非线性松弛特性会导致预测结果出现重大偏差。本研究对不同温度下的固体推进剂进行了粘弹性实验。提出了计算多步松弛试验结果中等应力导数的方法,以校准非线性松弛时间的比例关系。弛豫时间随变形单调增加,并呈现对数演化规律。在大变形情况下,松弛时间的增长速度减慢。非线性弛豫时间被引入到由广义麦克斯韦模型和八链管模型构建的热超粘弹性构成模型中。在根据实验结果校准构成模型参数后,通过对中心孔样品进行双步松弛试验验证了构成模型的准确性。加入非线性弛豫时间后,复合固体推进剂的预测偏差从 11% 降至 5%。固体推进剂的非线性松弛特性源于模量和粘度的非线性。模量和粘度随着变形呈现出先增大后减小的模式。微观机理包括变形后摩擦力增大导致的重排时间消耗,以及大变形下分子链的断裂。温度通过增加分子链的延展性来缩短弛豫时间和降低粘度。
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International Journal of Non-Linear Mechanics
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