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Traction power substation balance and losses estimation in AC railways using a power transfer device through Monte Carlo analysis 利用蒙特卡罗分析方法估算交流铁路中牵引变电所的平衡与损耗
IF 6.3 1区 工程技术 Q1 Engineering Pub Date : 2022-01-17 DOI: 10.1007/s40534-021-00261-y
Vítor A. Morais, A. Martins
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引用次数: 2
Problems, assumptions and solutions in locomotive design, traction and operational studies 机车设计、牵引和运行研究中的问题、假设和解决方案
IF 6.3 1区 工程技术 Q1 Engineering Pub Date : 2022-01-08 DOI: 10.1007/s40534-021-00263-w
M. Spiryagin, Qing Wu, O. Polách, J. Thorburn, W. Chua, V. Spiryagin, S. Stichel, Sundar Shrestha, E. Bernal, S. Ahmad, C. Cole, Tim Mcsweeney
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引用次数: 18
Railway ground vibration and mitigation measures: benchmarking of best practices 铁路地面振动和减缓措施:最佳做法的基准
IF 6.3 1区 工程技术 Q1 Engineering Pub Date : 2022-01-08 DOI: 10.1007/s40534-021-00264-9
Ouakka, Slimane, Verlinden, Olivier, Kouroussis, Georges

Vibration and noise aspects play a relevant role in the lifetime and comfort of urban areas and their residents. Among the different sources, the one coming from the rail transit system will play a central concern in the following years due to its sustainability. Ground-borne vibration and noise assessment as well as techniques to mitigate them become key elements of the environmental impact and the global enlargement planned for the railway industry. This paper aims to describe and compare the different mitigation systems existing and reported in literature through a comprehensive state of the art analysis providing the performance of each measure. First, an introduction to the ground-borne vibration and noise generated from the wheel-rail contact and its propagation through the transmission path is presented. Then, the impact and the different ways of evaluating and assessing these effects are presented, and the insertion loss indicator is introduced. Next, the different mitigation measures at different levels (vehicle, track, transmission path and receiver) are discussed by describing their possible application and their efficiency in terms of insertion loss. Finally, a summary with inputs of how it is possible to address the future of mitigation systems is reported.

振动和噪声方面对城市地区及其居民的寿命和舒适度起着相关的作用。在不同的能源来源中,由于轨道交通系统的可持续性,它将在接下来的几年里发挥核心作用。地面振动和噪音评估以及减轻它们的技术成为环境影响和铁路工业全球扩张计划的关键要素。本文旨在通过提供每种措施的性能的综合最新分析,描述和比较现有和文献中报道的不同缓解系统。首先,介绍了轮轨接触产生的地面振动和噪声及其在传输路径中的传播。然后,介绍了这些影响的影响以及评估这些影响的不同方法,并介绍了插入损失指标。接下来,讨论了不同级别(车辆、轨道、传输路径和接收器)的不同缓解措施,描述了它们可能的应用以及它们在插入损失方面的效率。最后,报告了一份摘要,其中包括如何可能应对未来的缓解系统的投入。
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引用次数: 28
Experimental investigation on vibration characteristics of the medium–low-speed maglev vehicle–turnout coupled system 中低速磁悬浮车辆-道岔耦合系统振动特性试验研究
IF 6.3 1区 工程技术 Q1 Engineering Pub Date : 2021-12-30 DOI: 10.1007/s40534-021-00266-7
Li, Miao, Gao, Dinggang, Li, Tie, Luo, Shihui, Ma, Weihua, Chen, Xiaohao

The steel turnout is one of the key components in the medium–low-speed maglev line system. However, the vehicle under active control is prone to vehicle–turnout coupled vibration, and thus, it is necessary to identify the vibration characteristics of this coupled system through field tests. To this end, dynamic performance tests were conducted on a vehicle–turnout coupled system in a medium–low-speed maglev test line. Firstly, the dynamic response data of the coupled system under various operating conditions were obtained. Then, the natural vibration characteristics of the turnout were analysed using the free attenuation method and the finite element method, indicating a good agreement between the simulation results and the measured results; the acceleration response characteristics of the coupled system were analysed in detail, and the ride quality of the vehicle was assessed by Sperling index. Finally, the frequency distribution characteristics of the coupled system were discussed. All these test results could provide references for model validation and optimized design of medium–low-speed maglev transport systems.

钢道岔是中低速磁浮线路系统的关键部件之一。然而,在主动控制下的车辆容易发生车道岔耦合振动,因此有必要通过现场试验来识别这种耦合系统的振动特性。为此,在某中低速磁悬浮试验线上对车辆-道岔耦合系统进行了动态性能试验。首先,获得了耦合系统在不同工况下的动态响应数据。然后,采用自由衰减法和有限元法对道岔的自振特性进行了分析,仿真结果与实测结果吻合较好;详细分析了耦合系统的加速度响应特性,并采用Sperling指数对整车平顺性进行了评价。最后,讨论了耦合系统的频率分布特性。试验结果可为中低速磁悬浮运输系统的模型验证和优化设计提供参考。
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引用次数: 3
A geomechanics classification for the rating of railroad subgrade performance 铁路路基性能等级的地质力学分类
IF 6.3 1区 工程技术 Q1 Engineering Pub Date : 2021-12-05 DOI: 10.1007/s40534-021-00260-z
A. Gomes Correia, A. Ramos
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引用次数: 7
Seismic analysis of high-speed railway irregular bridge–track system considering V-shaped canyon effect 考虑v形峡谷效应的高速铁路不规则桥轨体系抗震分析
IF 6.3 1区 工程技术 Q1 Engineering Pub Date : 2021-11-12 DOI: 10.1007/s40534-021-00262-x
Zhu, Zhihui, Tang, Yongjiu, Ba, Zhenning, Wang, Kun, Gong, Wei

To explore the effect of canyon topography on the seismic response of railway irregular bridge–track system that crosses a V-shaped canyon, seismic ground motions of the horizontal site and V-shaped canyon site were simulated through theoretical analysis with 12 earthquake records selected from the Pacific Earthquake Engineering Research Center (PEER) Strong Ground Motion Database matching the site condition of the bridge. Nonlinear seismic response analyses of an existing 11-span irregular simply supported railway bridge–track system were performed under the simulated spatially varying ground motions. The effects of the V-shaped canyon topography on the peak ground acceleration at bridge foundations and seismic responses of the bridge–track system were analyzed. Comparisons between the results of horizontal and V-shaped canyon sites show that the top relative displacement between adjacent piers at the junction of the incident side and the back side of the V-shaped site is almost two times that of the horizontal site, which also determines the seismic response of the fastener. The maximum displacement of the fastener occurs in the V-shaped canyon site and is 1.4 times larger than that in the horizontal site. Neglecting the effect of V-shaped canyon leads to the inappropriate assessment of the maximum seismic response of the irregular high-speed railway bridge–track system. Moreover, engineers should focus on the girder end to the left or right of the two fasteners within the distance of track seismic damage.

为探讨峡谷地形对穿越v型峡谷的铁路不规则桥轨系统地震响应的影响,选取太平洋地震工程研究中心(PEER)强地震动数据库中与桥梁场地条件相匹配的12次地震记录,通过理论分析模拟水平场地和v型峡谷场地的地震地面运动。对某既有11跨不规则简支铁路桥轨系统在模拟空间变化地震动作用下的非线性地震反应进行了分析。分析了v型峡谷地形对桥基峰值加速度和桥轨系统地震反应的影响。水平和v型峡谷场地的结果对比表明,v型场地入射侧与后侧交接处相邻桥墩顶部相对位移几乎是水平场地的2倍,这也决定了扣件的地震反应。扣件的最大位移出现在v型峡谷部位,是水平部位的1.4倍。忽略v型峡谷的影响,导致不规则高速铁路桥轨体系最大地震反应评估不准确。此外,工程师应重点关注轨道震害距离内两个扣件的左侧或右侧的梁端。
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引用次数: 11
Deep learning-based fault diagnostic network of high-speed train secondary suspension systems for immunity to track irregularities and wheel wear 基于深度学习的高速列车二次悬挂系统抗轨道不平整和车轮磨损故障诊断网络
IF 6.3 1区 工程技术 Q1 Engineering Pub Date : 2021-10-20 DOI: 10.1007/s40534-021-00252-z
Ye, Yunguang, Huang, Ping, Zhang, Yongxiang

Fault detection and isolation of high-speed train suspension systems is of critical importance to guarantee train running safety. Firstly, the existing methods concerning fault detection or isolation of train suspension systems are briefly reviewed and divided into two categories, i.e., model-based and data-driven approaches. The advantages and disadvantages of these two categories of approaches are briefly summarized. Secondly, a 1D convolution network-based fault diagnostic method for high-speed train suspension systems is designed. To improve the robustness of the method, a Gaussian white noise strategy (GWN-strategy) for immunity to track irregularities and an edge sample training strategy (EST-strategy) for immunity to wheel wear are proposed. The whole network is called GWN-EST-1DCNN method. Thirdly, to show the performance of this method, a multibody dynamics simulation model of a high-speed train is built to generate the lateral acceleration of a bogie frame corresponding to different track irregularities, wheel profiles, and secondary suspension faults. The simulated signals are then inputted into the diagnostic network, and the results show the correctness and superiority of the GWN-EST-1DCNN method. Finally, the 1DCNN method is further validated using tracking data of a CRH3 train running on a high-speed railway line.

高速列车悬挂系统的故障检测与隔离对保证列车运行安全至关重要。首先,简要回顾了现有的列车悬挂系统故障检测或隔离方法,并将其分为基于模型的方法和数据驱动的方法两大类。简要总结了这两类方法的优缺点。其次,设计了一种基于一维卷积网络的高速列车悬挂系统故障诊断方法。为了提高该方法的鲁棒性,提出了高斯白噪声策略(gwn -)和边缘样本训练策略(est -)来抵抗车轮磨损。整个网络称为GWN-EST-1DCNN方法。第三,为验证该方法的有效性,建立了高速列车的多体动力学仿真模型,对不同轨道不平直度、车轮型线和二次悬架故障对应的转向架框架进行横向加速度仿真。将仿真信号输入到诊断网络中,结果表明了GWN-EST-1DCNN方法的正确性和优越性。最后,利用高速铁路上运行的CRH3列车的跟踪数据进一步验证了1DCNN方法。
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引用次数: 1
Safety evaluation of a vehicle–bridge interaction system using the pseudo-excitation method 车桥相互作用系统的伪激励安全性评价
IF 6.3 1区 工程技术 Q1 Engineering Pub Date : 2021-10-19 DOI: 10.1007/s40534-021-00259-6
N. Zhang, Zi-ji Zhou, Zhaozhi Wu
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引用次数: 12
Numerical simulation and optimization of aerodynamic uplift force of a high-speed pantograph 高速受电弓气动升力的数值模拟与优化
IF 6.3 1区 工程技术 Q1 Engineering Pub Date : 2021-10-06 DOI: 10.1007/s40534-021-00258-7
Z. Dai, Tian Li, N. Zhou, Ji-ye Zhang, Weihua Zhang
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引用次数: 10
Rail RCF damage quantification and comparison for different damage models 钢轨RCF损伤量化及不同损伤模型的比较
IF 6.3 1区 工程技术 Q1 Engineering Pub Date : 2021-09-27 DOI: 10.1007/s40534-021-00253-y
V. Krishna, S. Hossein-Nia, C. Casanueva, S. Stichel, G. Trummer, K. Six
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引用次数: 1
期刊
Railway Engineering Science
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