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Mathematical modeling and nonlinear vibration analysis of a coupled hydro-generator shaft-foundation system

机译:耦合水力发电机轴基础系统的数学建模与非线性振动分析

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This paper presents a method to investigate the overall nonlinear dynamics of coupled hydro-generator shaft-foundation system. A novel coupled dynamic mathematical model is developed, which consists of mutual coupled foundation vibrations, external random excitation of foundation, besides classical dynamics of nonlinear hydro-generator shaft system. Previous coupled vibration analysis of water turbine generator unit and foundation (hydropower house) is based on finite element modeling of foundation system. But the too many discrete degrees of freedom in finite element model will result in difficulty of nonlinear dynamic calculation and infeasibility of the vibration controller design. In this study, a simplified equivalent lumped-mass model for foundation system is established using the natural vibration characteristics of hydropower house. The model of foundation random external excitation is proposed and simulated by a combination of bounded noise and harmonics. Then by calculating kinetic energy and potential energy of the coupled hydrogenerator shaft-foundation system, a nonlinear dynamic differential equations of the coupled system based on Lagrangian equation are derived. After that Runge-Kutta algorithm is employed for the coupled system's nonlinear responses. The axis orbit diagram, poincare map and bifurcation diagram are then used to investigate the effect of foundation system and some of the relevant parameters on the transverse vibration of the coupled system. The variable laws and its inner mechanism of the coupled system are revealed further. The advantage of this coupled mathematical model for hydro-generator shaft-foundation system is convenient to capture the key dynamic features of the coupled nonlinear system. The results of all these analyses have enriched the dynamical behaviors of a coupled hydro-generator shaft-foundation system. (C) 2021 Elsevier B.V. All rights reserved.
机译:本文介绍了一种研究耦合水力发生器轴基础系统的整体非线性动力学的方法。开发了一种新颖的耦合动态数学模型,其包括相互耦合的基础振动,外部随机激发基础,除了非线性水力发生器轴系统的经典动态。先前的水轮发电机单元和基础(水电站)的耦合振动分析是基于基础系统的有限元建模。但有限元模型中的太多离散自由度将导致非线性动态计算的难度和振动控制器设计的不可行性。在该研究中,利用水电屋的自然振动特性建立了一种基础系统的简化等效集总质量模型。通过界限噪声和谐波的组合提出和模拟了基础随机外部励磁模型。然后,通过计算耦合氢化机轴基础系统的动能和电位能量,推导了基于拉格朗日方程的耦合系统的非线性动态微分方程。之后用于耦合系统的非线性响应之后的runge-Kutta算法。然后用于探讨基础系统的横向振动对耦合系统的横向振动的效果,侧轨道轨道图,庞的轨道图和分叉图。进一步揭示了耦合系统的可变规律及其内部机制。该耦合数学模型的水力发生器轴基础系统的优点是捕获耦合非线性系统的关键动态特征方便。所有这些分析的结果丰富了耦合水力发生器轴基础系统的动态行为。 (c)2021 Elsevier B.v.保留所有权利。

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