Damage Model of Bridge Bearing and Its Influence on Train-Track-Bridge Dynamic System

IF 0.6 4区 工程技术 Q4 MECHANICS
Mechanika Pub Date : 2022-12-05 DOI:10.5755/j02.mech.30995
Xinmeng Ke, Fusheng Li, Zhaowei Chen
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引用次数: 0

Abstract

Bridge bearing damage is unavoidable in railway engineering. This work presents an investigation on the damage model of bridge bearing and its influence on the dynamic responses of the high-speed train-track-bridge system. Primarily, the mathematical description of bridge bearing damage model is explained in detail, which is then compared with the traditional linear model. Then a 3D train-track-bridge dynamic model considering bearing damage is established based on the train-track-bridge dynamic interaction theory. Adopting the model, the influences of single-point-damage and multi-point-damage on the dynamic behaviors of the coupled system are deeply investigated. Results show that the calculated obtained by the proposed model and the traditional linear model are different, especially in frequency-domain. Compared to results of traditional linear model, the results obtained by the proposed model are smaller due to the additional damping effect. Bridge bearing damage has almost no influence on the train vibrations, while has great effect on bridge vibrations. The damage in z-direction mainly affects the vertical vibrations, while damage in y-direction mainly influences the lateral vibrations. Among all the damaged bearings in this work, the influence of damage in x-direction has the least influence on the system. The damage in the fixed bearing is larger than that in other bearings, indicating that more attentions should be paid to the health monitoring of fixed bearings in railway engineering.
桥梁轴承损伤模型及其对列车-轨道-桥梁动力系统的影响
桥梁支座损坏是铁路工程中不可避免的问题。本文研究了桥梁支座的损伤模型及其对高速列车-轨道-桥梁系统动力响应的影响。首先详细阐述了桥梁轴承损伤模型的数学描述,并与传统的线性模型进行了比较。然后,基于列车-轨道-桥梁动力相互作用理论,建立了考虑轴承损伤的列车-轨道-桥梁三维动力模型。采用该模型,深入研究了单点损伤和多点损伤对耦合系统动力学行为的影响。结果表明,该模型的计算结果与传统线性模型的计算结果有很大的不同,特别是在频域上。与传统线性模型的结果相比,由于附加阻尼的影响,该模型得到的结果较小。桥梁支座损伤对列车振动几乎没有影响,而对桥梁振动有较大影响。z方向损伤主要影响竖向振动,y方向损伤主要影响横向振动。在所有损坏的轴承中,x方向的损坏对系统的影响最小。固定轴承的损伤大于其他轴承的损伤,说明在铁路工程中应更加重视固定轴承的健康监测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Mechanika
Mechanika 物理-力学
CiteScore
1.30
自引率
0.00%
发文量
50
审稿时长
3 months
期刊介绍: The journal is publishing scientific papers dealing with the following problems: Mechanics of Solid Bodies; Mechanics of Fluids and Gases; Dynamics of Mechanical Systems; Design and Optimization of Mechanical Systems; Mechanical Technologies.
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