Nonlinear vibration characteristics and reliability analysis of dynamic model of linear motion platform supported by double rolling linear guide rails

IF 8.9 1区 工程技术 Q1 ENGINEERING, MECHANICAL Mechanical Systems and Signal Processing Pub Date : 2025-04-15 Epub Date: 2025-03-01 DOI:10.1016/j.ymssp.2025.112507
Jinsong Zhao , Mengtao Xu , Xiaoxuan Gong , Zhiyuan Jiang , Zhenghong Yao , Chunyu Zhao , Yimin Zhang
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Abstract

This paper proposes a 5DOF nonlinear dynamic modeling method for a linear guide platform supported by four carriages, systematically integrating the coupling effects of translational and angular displacements, internal preload, and time-varying excitation into a unified framework. A nonlinear restoring force function is constructed to reveal the complex dynamic behavior induced by contact nonlinearity, including multistability in frequency response, bifurcation phenomena, and the stability regulation of periodic motion. Numerical simulations deeply analyze the effects of excitation frequency and amplitude, preload levels, and platform weight on the system’s dynamic performance, clarifying the significant inhibitory effect of higher preload on aperiodic motion. Larger excitation amplitudes expand the frequency region associated with unstable motion and increase the number of jumping frequency points. Experimental verification confirms the accuracy and broad applicability of the model under complex dynamic conditions. Furthermore, by combining an active learning Kriging model with Monte Carlo simulation, the study quantitatively evaluates the influence of key carriage parameters on platform vibration and reliability, offering a novel strategy for optimizing the design of high-precision linear guide platforms. This research not only addresses gaps in modeling complex coupling effects but also establishes a robust theoretical and engineering foundation for predicting dynamic characteristics and optimizing the design of high-precision mechanical systems.
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双滚动直线导轨支撑直线运动平台动力学模型非线性振动特性及可靠性分析
本文提出了一种四车厢支撑直线导轨平台的五自由度非线性动力学建模方法,系统地将平移位移、角位移、内部预紧力、时变激励的耦合效应整合到一个统一的框架中。构造了非线性恢复力函数,揭示了接触非线性引起的复杂动力学行为,包括频率响应的多稳定性、分岔现象和周期运动的稳定性规律。数值模拟深入分析了激励频率和幅值、预载荷水平和平台重量对系统动态性能的影响,阐明了高预载荷对非周期运动的显著抑制作用。较大的激励幅值扩大了与不稳定运动相关的频率区域,增加了跳频点的数量。实验验证了该模型在复杂动态条件下的准确性和广泛适用性。此外,通过主动学习Kriging模型与蒙特卡罗仿真相结合,定量评估了关键承载参数对平台振动和可靠性的影响,为高精度直线导轨平台的优化设计提供了一种新的策略。该研究不仅解决了复杂耦合效应建模的空白,而且为高精度机械系统动态特性预测和优化设计奠定了坚实的理论和工程基础。
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来源期刊
Mechanical Systems and Signal Processing
Mechanical Systems and Signal Processing 工程技术-工程:机械
CiteScore
14.80
自引率
13.10%
发文量
1183
审稿时长
5.4 months
期刊介绍: Journal Name: Mechanical Systems and Signal Processing (MSSP) Interdisciplinary Focus: Mechanical, Aerospace, and Civil Engineering Purpose:Reporting scientific advancements of the highest quality Arising from new techniques in sensing, instrumentation, signal processing, modelling, and control of dynamic systems
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