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Accounting for dielectric losses in piezoelectric shunt tuning 压电分流调谐中介电损耗的计算
IF 4.9 2区 工程技术 Q1 ACOUSTICS Pub Date : 2025-12-05 DOI: 10.1016/j.jsv.2025.119598
Jens D. Richardt , Boris Lossouarn , Jan Høgsberg , Jean-François Deü
Effective vibration reduction of mechanical structures by piezoelectric shunt damping requires a precise design of the electrical shunt circuit. In this context, the influence of dielectric losses on the accuracy of shunt calibration is analyzed. Numerical analysis of an SDOF structure shows that dielectric losses can result in a significantly increased vibration amplitude when not accounted for in the calibration of a resonant shunt. To address this, a new correction method based on impedance matching is proposed, enabling the use of existing tuning expressions not accounting for dielectric losses. It is demonstrated numerically and experimentally that the influence of dielectric losses is more pronounced for low electromechanical coupling factors. The proposed correction method is shown to provide an accurate correction for the influence of dielectric losses on the shunt tuning.
利用压电并联阻尼实现机械结构的有效减振,需要精确设计并联电路。在此背景下,分析了介电损耗对分流校准精度的影响。对SDOF结构的数值分析表明,在谐振分流器的校准中,如果不考虑介质损耗,会导致振动幅值的显著增加。为了解决这个问题,提出了一种新的基于阻抗匹配的校正方法,可以使用现有的不考虑介电损耗的调谐表达式。数值和实验结果表明,当机电耦合系数较低时,介质损耗的影响更为明显。所提出的校正方法对介电损耗对分流调谐的影响提供了精确的校正。
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引用次数: 0
Sommerfeld effect of non-ideal double-body vibration system driven by AC motor 交流电机驱动非理想双体振动系统的索默菲尔德效应
IF 4.9 2区 工程技术 Q1 ACOUSTICS Pub Date : 2025-12-05 DOI: 10.1016/j.jsv.2025.119573
Xiaozhe Chen , Baitong Zhou , Vladislav Sorokin
In this paper, the Sommerfeld effect in a non-ideal vibrational system with two degrees of freedom driven by an AC motor is investigated. The interaction between the AC motor and the vibration system is explored, leading to the development of a dynamical model and the establishment of the governing differential equations of motion. Subsequently, the motion coupling is considered by the analysis of the electromagnetic torque of the AC motor. The first-order approximate solution of the equations is then obtained by using the averaging method, and the torque balance equation is derived. Based on this torque balance condition, the characteristics of the Sommerfeld effect in the system are analyzed. The existence of multiple steady-state motions in the system is confirmed by experimental results for both sweep and fixed-frequency excitations, which are supported by the theoretical analysis. Furthermore, the occurrence of the Sommerfeld effect is identified through the parameters of the AC motor, which are monitored by the programmable logic controller. It is noted that in engineering applications, the electrical input and unbalanced mass of the AC motor can be utilized for the suppression of the Sommerfeld effect in vibrating systems.
本文研究了由交流电机驱动的非理想二自由度振动系统中的索默菲尔德效应。探讨了交流电机与振动系统之间的相互作用,建立了交流电机的动力学模型并建立了控制运动微分方程。然后,通过分析交流电机的电磁转矩,考虑了运动耦合。然后用平均法求出方程的一阶近似解,推导出力矩平衡方程。在此转矩平衡条件下,分析了系统中索默菲尔德效应的特性。扫描激励和定频激励的实验结果证实了系统中存在多重稳态运动,理论分析也支持了这一结论。此外,通过交流电机的参数来识别索默菲尔德效应的发生,并由可编程逻辑控制器监控这些参数。值得注意的是,在工程应用中,交流电机的电输入和不平衡质量可用于抑制振动系统中的索默菲尔德效应。
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引用次数: 0
Identification of acoustic modes in non-uniform cylindrical ducts with slowly varying diameters 直径缓慢变化的非均匀圆柱形管道中声模态的识别
IF 4.9 2区 工程技术 Q1 ACOUSTICS Pub Date : 2025-12-04 DOI: 10.1016/j.jsv.2025.119599
Jianqiang Pan , Leyan Yang , Fei Qi , Pengfei Zou , Liangliang Xu , Weikang Jiang
Identification of azimuthal and radial modes in non-uniform cylindrical ducts with varying diameters is crucial for investigating noise reduction and combustion instability in aero-engines or gas turbines. However, conventional mode identification techniques face difficulties in establishing the observation matrix coefficients that arise from variations in the duct diameter. To address this issue, a methodology based on the Wentzel–Kramers–Brillouin approximation is proposed to accomplish the mode identification and reconstruction of the sound field in the cylindrical duct with varying diameters. It provides the amplitude and phase variation rules of its observation coefficients in the axial direction while preserving the orthogonality of the mode basis functions. The effects of turning points and mode scattering are considered, and guidelines for applying the new method are established. It is verified by simulation using inputs of dominant higher-order radial modes. The results demonstrate a high signal-to-noise ratio while effectively analyzing the impacts of microphone array configuration, cut-on modes selection, and the setting of observation matrix coefficients. Experimental results show that the reconstructed sound field matches the sound field measured by microphones. This validates the effectiveness of the proposed method and highlights its promising potential in engineering applications.
在研究航空发动机或燃气轮机的降噪和燃烧不稳定性时,确定变直径非均匀圆柱形管道的方位模态和径向模态是至关重要的。然而,传统的模式识别技术在建立由管道直径变化引起的观测矩阵系数方面面临困难。为了解决这一问题,提出了一种基于Wentzel-Kramers-Brillouin近似的方法来实现变直径圆柱形管道内声场的模态识别和重构。在保持模态基函数正交性的同时,给出了其观测系数在轴向上的幅值和相位变化规律。考虑了拐点和模式散射的影响,建立了新方法的应用准则。利用高阶径向模态的主导输入进行了仿真验证。结果表明,在有效分析传声器阵列配置、导通模式选择和观测矩阵系数设置影响的同时,具有较高的信噪比。实验结果表明,重建的声场与传声器测得的声场相匹配。这验证了该方法的有效性,并突出了其在工程应用中的良好潜力。
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引用次数: 0
Vibration of a mistuned bladed disk under fluctuating rotor speed 转子转速波动下失谐叶片盘的振动
IF 4.9 2区 工程技术 Q1 ACOUSTICS Pub Date : 2025-12-03 DOI: 10.1016/j.jsv.2025.119600
Alok Sinha
This paper deals with the stability and forced response of a bladed disk under fluctuating rotor speed which leads to time varying blades’ stiffnesses. Inevitable small variations in blades’ stiffnesses due to manufacturing tolerances result in time-varying mistuning. Using the method of slowly varying parameters, stability conditions are obtained analytically and verified by numerical solution of governing differential equations. The stabilizing effects of random and alternate mistuning are investigated in the presence of time varying blades’ stiffnesses. For stable bladed disks with time-varying random mistuning and with constant random mistuning, statistical distributions of the peak maximum amplitude are generated via Monte Carlo simulations at 0.1% and 1% damping ratios.
本文研究了转子转速波动导致叶片刚度时变的叶片盘的稳定性和强迫响应问题。由于制造公差导致叶片刚度不可避免的微小变化导致时变失谐。采用慢变参数法,解析得到了系统的稳定条件,并通过控制微分方程的数值解进行了验证。研究了叶片刚度随时间变化时随机失谐和交替失谐的稳定效果。对于具有时变随机失谐和恒定随机失谐的稳定叶片盘,通过蒙特卡罗模拟得到了0.1%和1%阻尼比下最大振幅峰值的统计分布。
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引用次数: 0
A new modeling approach for an eigenvalue analysis of a shrink-fitted shaft-disc assembly 收缩式轴盘总成特征值分析的一种新的建模方法
IF 4.9 2区 工程技术 Q1 ACOUSTICS Pub Date : 2025-12-01 DOI: 10.1016/j.jsv.2025.119587
Gyan Setu, A K Darpe, B Premachandran
An assembly of a disc shrink-fitted on a shaft are widely used in industry to provide a tight mounting enabling a positive drive. Although this kind of mounting alleviates the need for keyways and keys, the contact pressure from the interference fit generates localized stress and deformation in the shaft and the mounted disc. The increased stress may influence the natural frequencies and the dynamics of the shaft depending on the disc/hub dimensions. Earlier, the effect of such a disc mounting was accounted for in the model by raising the diameter of the shaft at the mounting location, without systematically studying the effect of the varying degree of the interference fit. The present work introduces a novel analytical approach to account for the shrink-fit of the mounted disc on the shaft for different interference fit levels and shaft-disc configurations (disc diameter and thickness). The contact pressure due to shrink fit is modelled as a uniform axisymmetric pressure band in the shrink fit region. The stress and deformation in the shaft and disc are evaluated using the Fourier-Bessel formulation. The proposed method utilizes mathematical formulation to evaluate the fit-induced axial stress and the corresponding increase in the stiffness. The method then estimates the required diameter of the step at the shrink-fit region more precisely than predicted by a previous approach. The objective is also to investigate the extent of the influence of the induced local stress due to the shrink fit on the bending natural frequency of the shaft-disc assembly. To validate the proposed approach, an experimental modal analysis is performed on the test specimen with shrink fit and the measured natural frequencies are compared with the calculated ones. The experimental natural frequencies for off-center shaft-disc configurations and overhung shaft-hub configurations are within 5 % of those obtained theoretically, signifying the capability of the proposed mathematical approach to model the shrink-fit assembly accurately. In contrast to the empirical approach of modeling the shrink fit, the novel modelling approach presented in the paper offers a systematic and better way of modeling and of accurately predicting the associated bending natural frequencies.
在工业中,广泛使用安装在轴上的圆盘收缩装置,以提供一个紧密的安装,从而实现积极的驱动。虽然这种安装方式减轻了对键槽和键的需求,但过盈配合产生的接触压力会在轴和安装的圆盘中产生局部应力和变形。增加的应力可能会影响轴的固有频率和动力学,这取决于盘/轮毂的尺寸。早先,在模型中,这种圆盘安装的影响是通过提高安装位置轴的直径来解释的,而没有系统地研究过盈配合不同程度的影响。目前的工作介绍了一种新的分析方法,以解释不同过盈配合水平和轴-盘配置(盘直径和厚度)的轴上安装的盘的收缩配合。将收缩配合的接触压力建模为收缩配合区域内的均匀轴对称压力带。用傅里叶-贝塞尔公式计算了轴和盘的应力和变形。该方法利用数学公式来计算拟合引起的轴向应力和相应的刚度增加。然后,该方法比以前的方法更精确地估计在收缩拟合区域的步长所需的直径。目的还在于研究由于收缩配合引起的局部应力对轴盘总成弯曲固有频率的影响程度。为了验证所提出的方法,对收缩拟合的试样进行了实验模态分析,并将测量的固有频率与计算的固有频率进行了比较。离心轴-盘结构和悬垂轴-轮毂结构的实验固有频率与理论计算的固有频率在5%以内,表明所提出的数学方法能够准确地模拟收缩配合总成。相对于收缩拟合的经验建模方法,本文提出的新建模方法提供了一种系统的、更好的建模方法,并能准确地预测相关的弯曲固有频率。
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引用次数: 0
Analytical solutions to free vibration of beam with discontinuities caused by springs 弹簧引起的不连续梁自由振动的解析解
IF 4.9 2区 工程技术 Q1 ACOUSTICS Pub Date : 2025-12-01 DOI: 10.1016/j.jsv.2025.119559
Yin Zhang , Han Wu
Four types of springs, which are widely used to model the beam defects and stiffening effects, induce the discontinuities of the beam displacement and its first, second and third derivatives. These discontinuities can either increase or decrease the beam stiffness. The variations of beam stiffness change its natural frequencies and mode shapes. The four types of springs are modeled as the concentrated ones, which are characterized by the generalized functions of the Dirac delta function and its derivatives. The new analytical solutions to the free vibration of the Euler–Bernoulli beam with these four discontinuities are derived. By constructing the proper solution forms and using the distributional derivative rule of the generalized functions, the new analytical solutions are derived, which are the direct solutions to the fourth order differential equation of the Euler–Bernoulli beam governing equation with the presence of the generalized functions. The analytical solutions are with the advantage of satisfying all the transition conditions. With the analytical solutions, the eigenvalue problem formulation only involves the beam boundary conditions, which is a 4 × 4 matrix computation and significantly simplifies the problem formulation procedure. This new eigenvalue problem formulation provides an efficient method of computing the natural frequencies and mode shapes of the beam with the discontinuities caused by the springs. Besides the defects and stiffening effects, the beam boundaries can also be modeled by these four types of springs. With the different combinations of the four types of springs, various and general beam boundary conditions are formed. With the models of these four types of springs, the analytical solution to the free vibration of a beam with more general defects, stiffening effects and boundary conditions is presented.
四种类型的弹簧被广泛用于模拟梁的缺陷和加劲效应,它们会引起梁的位移及其一、二、三阶导数的不连续。这些不连续可以增加或减少梁的刚度。梁刚度的变化改变了梁的固有频率和振型。将四种类型的弹簧建模为集中弹簧,用狄拉克函数及其导数的广义函数来表征。导出了具有这四种不连续点的欧拉-伯努利梁自由振动的新解析解。通过构造适当的解形式,利用广义函数的分配导数法则,导出了新的解析解,即在广义函数存在下欧拉-伯努利梁控制方程的四阶微分方程的直接解。解析解具有满足所有过渡条件的优点。利用解析解,特征值问题的表述只涉及梁边界条件,为4 × 4矩阵计算,大大简化了问题的表述过程。这种新的特征值问题公式提供了计算由弹簧引起的不连续梁的固有频率和模态振型的有效方法。除了缺陷和加劲效应外,这四种类型的弹簧也可以用来模拟梁的边界。随着这四种弹簧的不同组合,形成了不同的和一般的梁边界条件。利用这四种类型的弹簧模型,给出了具有更一般缺陷、加劲效应和边界条件的梁的自由振动的解析解。
{"title":"Analytical solutions to free vibration of beam with discontinuities caused by springs","authors":"Yin Zhang ,&nbsp;Han Wu","doi":"10.1016/j.jsv.2025.119559","DOIUrl":"10.1016/j.jsv.2025.119559","url":null,"abstract":"<div><div>Four types of springs, which are widely used to model the beam defects and stiffening effects, induce the discontinuities of the beam displacement and its first, second and third derivatives. These discontinuities can either increase or decrease the beam stiffness. The variations of beam stiffness change its natural frequencies and mode shapes. The four types of springs are modeled as the concentrated ones, which are characterized by the generalized functions of the Dirac delta function and its derivatives. The new analytical solutions to the free vibration of the Euler–Bernoulli beam with these four discontinuities are derived. By constructing the proper solution forms and using the distributional derivative rule of the generalized functions, the new analytical solutions are derived, which are the direct solutions to the fourth order differential equation of the Euler–Bernoulli beam governing equation with the presence of the generalized functions. The analytical solutions are with the advantage of satisfying all the transition conditions. With the analytical solutions, the eigenvalue problem formulation only involves the beam boundary conditions, which is a 4 × 4 matrix computation and significantly simplifies the problem formulation procedure. This new eigenvalue problem formulation provides an efficient method of computing the natural frequencies and mode shapes of the beam with the discontinuities caused by the springs. Besides the defects and stiffening effects, the beam boundaries can also be modeled by these four types of springs. With the different combinations of the four types of springs, various and general beam boundary conditions are formed. With the models of these four types of springs, the analytical solution to the free vibration of a beam with more general defects, stiffening effects and boundary conditions is presented.</div></div>","PeriodicalId":17233,"journal":{"name":"Journal of Sound and Vibration","volume":"625 ","pages":"Article 119559"},"PeriodicalIF":4.9,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145683921","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"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
Vibration response variability in friction-damped systems: Quantification of the influence of contact and traction uncertainties 摩擦阻尼系统的振动响应变异性:接触和牵引不确定性影响的量化
IF 4.9 2区 工程技术 Q1 ACOUSTICS Pub Date : 2025-12-01 DOI: 10.1016/j.jsv.2025.119571
Nidish Narayanaa Balaji , Erhan Ferhatoglu
Dynamic responses of friction-damped structures often exhibit significant variability due to uncertainties inherent in both contact parameters and residual tractions. While the former are closely related to the epistemic description of the interfacial contact, the latter reflects the loading history. Although previous studies have individually examined the impact of these uncertainties on the response variability, their simultaneous consideration with a comparative quantification remains unexplored. To address this gap, we present a parametric analysis in the context of uncertainty propagation and sensitivity analysis using Polynomial Chaos Expansion. In this study, the variability of the amplitude-dependent nonlinear modal properties due to the above uncertainties are examined as a metric to assess the influence of such parameters on the overall dynamics. We use a planar 3-mass frictional oscillator representing a simplified model of two adjacent blades with an underplatform damper as the numerical benchmark for the investigations. The influence of different probability distributions is investigated and it is shown that frequency variability is predominantly governed by the uncertainty in tangential contact stiffness. On the other hand, the damping behavior in the partial slip regime is highly sensitive to the non-unique nature of residual tractions. While contact parameter uncertainty is widely recognized as a primary source of vibration response variability within the joint mechanics community, the findings of this study underline the critical importance of accounting for the non-unique nature of residual tractions.
由于接触参数和残余牵引力的不确定性,摩擦阻尼结构的动力响应往往表现出显著的可变性。前者与界面接触的认知描述密切相关,后者则反映了加载历史。虽然以前的研究单独考察了这些不确定性对响应变异性的影响,但它们与比较量化的同时考虑仍未得到探索。为了解决这一问题,我们提出了一种基于不确定性传播和灵敏度分析的多项式混沌展开的参数分析方法。在本研究中,由于上述不确定性,振幅相关的非线性模态特性的可变性被作为一个度量来评估这些参数对整体动力学的影响。我们使用一个平面3质量摩擦振荡器作为研究的数值基准,它代表了两个相邻叶片的简化模型,并带有平台下阻尼器。研究了不同概率分布的影响,表明频率变化主要由切向接触刚度的不确定性决定。另一方面,部分滑移状态下的阻尼特性对残余牵引力的非唯一性非常敏感。虽然接触参数的不确定性在关节力学领域被广泛认为是振动响应变异性的主要来源,但本研究的结果强调了考虑残余牵引力的非唯一性的重要性。
{"title":"Vibration response variability in friction-damped systems: Quantification of the influence of contact and traction uncertainties","authors":"Nidish Narayanaa Balaji ,&nbsp;Erhan Ferhatoglu","doi":"10.1016/j.jsv.2025.119571","DOIUrl":"10.1016/j.jsv.2025.119571","url":null,"abstract":"<div><div>Dynamic responses of friction-damped structures often exhibit significant variability due to uncertainties inherent in both contact parameters and residual tractions. While the former are closely related to the epistemic description of the interfacial contact, the latter reflects the loading history. Although previous studies have individually examined the impact of these uncertainties on the response variability, their simultaneous consideration with a comparative quantification remains unexplored. To address this gap, we present a parametric analysis in the context of uncertainty propagation and sensitivity analysis using Polynomial Chaos Expansion. In this study, the variability of the amplitude-dependent nonlinear modal properties due to the above uncertainties are examined as a metric to assess the influence of such parameters on the overall dynamics. We use a planar 3-mass frictional oscillator representing a simplified model of two adjacent blades with an underplatform damper as the numerical benchmark for the investigations. The influence of different probability distributions is investigated and it is shown that frequency variability is predominantly governed by the uncertainty in tangential contact stiffness. On the other hand, the damping behavior in the partial slip regime is highly sensitive to the non-unique nature of residual tractions. While contact parameter uncertainty is widely recognized as a primary source of vibration response variability within the joint mechanics community, the findings of this study underline the critical importance of accounting for the non-unique nature of residual tractions.</div></div>","PeriodicalId":17233,"journal":{"name":"Journal of Sound and Vibration","volume":"625 ","pages":"Article 119571"},"PeriodicalIF":4.9,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145734778","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"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
Mechanical levitation system for ultra-low-frequency vibration isolation 机械悬浮系统的超低频隔振
IF 4.9 2区 工程技术 Q1 ACOUSTICS Pub Date : 2025-12-01 DOI: 10.1016/j.jsv.2025.119588
Tian Ruilan , Wang Minghao , Zhang Xiaolong , Wang wei , Feng Wenjie
Stiffness hardening restricts the advancement of quasi-zero-stiffness vibration isolators (QZSVIs), due to inadequate matching degree of positive and negatives stiffness. To overcome this barrier, inspired by the deformation behavior of the spring wire in variable-pitch nonlinear springs (VPNSs), an engagement model (EM) is proposed to accurately tailor the nonlinear positive stiffness characteristics of the VPNS to match the targeted negative stiffness. And the mechanical levitation (ML) phenomenon is discovered, which inhibits the energy conversion from potential to kinetic energy in a conservative system, making it highly suitable for constructing ultra-low-frequency vibration isolators. Due to the sensitivity of the ML phenomenon to stiffness fluctuations, a friction lock-up (FLU) regulation function is established to reduce this sensitivity and suppress the amplification of response amplitude. Then, a mechanical levitation system (MLS) is constructed to suppress ultra-low-frequency vibrations. The results demonstrate that the EM reduces the maximum absolute stiffness error of the VPNS by approximately 90 % and successfully eliminates stiffness hardening. Based on the FLU, the vibration isolation performance of the MLS achieves a 75 % improvement in implementing a natural frequency close to 0 Hz. The transmissibility is about -8 dB at 1 Hz and -20 dB at 5 Hz. The results provide a new method for stiffness hardening inhibition and a new direction for the advancement of ultra-low-frequency vibration isolation technologies.
由于正刚度和负刚度匹配度不够,刚度硬化限制了准零刚度隔振器的发展。为了克服这一障碍,受变节距非线性弹簧(VPNS)中弹簧丝变形行为的启发,提出了一种啮合模型(EM)来精确定制VPNS的非线性正刚度特性以匹配目标负刚度。发现了机械悬浮(ML)现象,该现象抑制了保守系统中势能向动能的转化,使其非常适合于构造超低频隔振器。由于ML现象对刚度波动的敏感性,建立了摩擦锁定(FLU)调节函数来降低这种敏感性,抑制响应幅度的放大。然后,构建了机械悬浮系统(MLS)来抑制超低频振动。结果表明,电磁干扰使VPNS的最大绝对刚度误差降低了约90%,并成功地消除了刚度硬化。基于FLU, MLS在实现接近0 Hz的固有频率时,隔振性能提高了75%。传输率在1hz时约为- 8db,在5hz时约为- 20db。研究结果为抑制刚度硬化提供了新的方法,为超低频隔振技术的发展提供了新的方向。
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引用次数: 0
Sound propagation in slowly varying ducts 声音在缓慢变化的管道中传播
IF 4.9 2区 工程技术 Q1 ACOUSTICS Pub Date : 2025-11-30 DOI: 10.1016/j.jsv.2025.119572
Thomas J. White, Raphaël C. Assier, William J. Parnell
This paper analyses the propagation of acoustic waves through slowly varying lined ducts via a Wentzel-Kramers-Brillouin (WKB) approach. It is assumed that the curvature of the duct boundary can be related to a small parameter, ϵ, and slowly varying modes can be defined as solutions to the Helmholtz equation. The duct lining is approximated by a surface impedance boundary condition applied at the fluid-duct interface. It is assumed that slowly varying modes exist in the duct and do not reflect or change eigenstate as they propagate. Posing a WKB ansatz, the known leading order asymptotic solution is recovered and corrected to first order, more accurately representing the normal boundary condition, and addressing errors in the pressure field. It is found that, when compared with numerical simulations performed using COMSOL, this solution is unsatisfactory when there are multiple highly cut-on modes for a given frequency. This is due to modal coupling, which is especially prevalent at low frequencies. It is possible to account for the coupling whilst retaining a WKB approach, by defining a coupled mode solution, where the acoustic field is projected over a set of propagating modes which satisfy the true boundary condition. This approach is implemented to O(ϵ) and validated against full numerical simulations performed in COMSOL.
本文用温策尔-克莱默斯-布里渊(WKB)方法分析了声波在缓慢变化的管道中的传播。假设管道边界的曲率可以与一个小参数相关联,并且可以将缓慢变化的模态定义为亥姆霍兹方程的解。管道衬砌由流体-管道界面处的表面阻抗边界条件近似表示。假设在管道中存在缓慢变化的模式,并且在传播时不反射或改变本征态。提出WKB解,将已知的前阶渐近解恢复并修正为一阶解,更准确地表示了正常边界条件,并解决了压力场中的误差。结果表明,当给定频率下存在多个高导通模态时,与COMSOL进行的数值模拟相比,该方法不能令人满意。这是由于模态耦合,这是特别普遍的低频。在保留WKB方法的同时,可以通过定义耦合模式解决方案来解释耦合,其中声场投影在一组满足真实边界条件的传播模式上。这种方法被实现到O(御柱),并在COMSOL中进行了完整的数值模拟验证。
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引用次数: 0
A comparison of deterministic and Bayesian model updating frameworks for identifying offshore wind turbine foundation parameters 海上风力机基础参数识别的确定性和贝叶斯模型更新框架比较
IF 4.9 2区 工程技术 Q1 ACOUSTICS Pub Date : 2025-11-30 DOI: 10.1016/j.jsv.2025.119575
Harry A. Simpson , Eleni N. Chatzi , Manolis N. Chatzis
The rapid growth of the wind industry has resulted in larger wind turbines, whose modal properties lie in the lower frequency range. This has induced higher loads and stress cycles rendering accurate fatigue assessment increasingly important. Such assessment is highly affected by the precision in the estimation of turbine properties, including those related to the support conditions and foundation, which can be associated with high uncertainty. One approach to improve these estimates is to use structural monitoring data (e.g. from sensors mounted on the tower) to update the foundation parameters of offshore wind turbine models. However, the low identifiability of the parameters to be estimated can lead to divergent estimates across different fatigue estimation frameworks, which combined with the uncertainty inherent in the foundation properties, can compromise the reliable assessment of the remaining useful life. In this work, two Bayesian model updating frameworks are applied to update the foundation parameters of an offshore wind turbine and results are compared against a deterministic framework in a numerical example. The advantages and limitations of each framework are considered and the importance of accurately accounting for uncertainties as part of the model updating process is highlighted.
风力工业的快速发展导致了更大的风力涡轮机,其模态特性在较低的频率范围内。这导致了更高的载荷和应力循环,使得准确的疲劳评估变得越来越重要。这种评估很大程度上受到涡轮性能估计精度的影响,包括与支撑条件和基础有关的性能,这些特性具有很高的不确定性。改进这些估计的一种方法是使用结构监测数据(例如安装在塔上的传感器)来更新海上风力涡轮机模型的基础参数。然而,要估计的参数的低可识别性可能导致不同疲劳估计框架之间的不同估计,这与基础特性固有的不确定性相结合,可能会损害对剩余使用寿命的可靠评估。本文采用两种贝叶斯模型更新框架对海上风力机基础参数进行了更新,并与确定性框架进行了数值算例比较。考虑了每个框架的优点和局限性,并强调了作为模型更新过程的一部分准确考虑不确定性的重要性。
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引用次数: 0
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Journal of Sound and Vibration
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