Investigation on the Applicability of Pantograph and Catenary Model Urban Railway System

ZHOU Ning; ZOU Huan; ZOU Dong; TAN Mengying; ZHANG Weihua

doi:10.3969/j.issn.0258-2724.2017.02.026

Volume 30 Issue 2

Apr. 2017

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Journal of Southwest Jiaotong University > 2017 > 30(2): 408-415,423.

SU Qi-Wang, SUN Yu-Peng, ZHAO Shi-Chun. Seismic Evaluation Method of Multi-storey Masonry Buildings Based on Earthquake Damage[J]. Journal of Southwest Jiaotong University, 2011, 24(1): 30-35. doi: 10.3969/j.issn.0258-2724.2011.01.005

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ZHOU Ning, ZOU Huan, ZOU Dong, TAN Mengying, ZHANG Weihua. Investigation on the Applicability of Pantograph and Catenary Model Urban Railway System[J]. Journal of Southwest Jiaotong University, 2017, 30(2): 408-415,423. doi: 10.3969/j.issn.0258-2724.2017.02.026

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Investigation on the Applicability of Pantograph and Catenary Model Urban Railway System

doi: 10.3969/j.issn.0258-2724.2017.02.026

Received Date: 30 Dec 2015
Publish Date: 25 Apr 2017

Abstract

Abstract

In order to analyze the applicability of pantographs and catneary models to the urban railway system, the pantograph was modeled as a lumped parameter system with two or three degrees of freedom and a multi-rigid model, while the rigid catenary was simplified as a beam model and a spring model with different stiffnesses. Combining different pantographs and catenary models, the dynamics simulation of the coupled system model was conducted to obtain the dynamic performance of the pantograph-catenary system. The results show that at low speeds, different catenary models with the same pantograph show a little difference in current collection, and the standard deviation of contact force is less than 10 N. With the increase of speed, the difference of models become evident, and the standard deviation of contact force varies beyond 80 N. When the natural frequency and mode shape of pantograph and catenary that match the span-pass frequency exhibit a discrepancy between different models, there appears a critical speed where current collection performance of models changes dramatically. By comparing the simulation and experimental results, it is indicated that the three-lumped-mass model of pantograph is more applicable than the other kinds of models, because it takes into account the elasticity of pantograph upper frame.
- pantograph,
- catenary,
- applicability,
- dynamic performance

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References(14)

References

WU T X, BRENNAN M J. Basic analytical study of pantograph-catenary system dynamics[J]. Vehicle System Dynamics, 1998, 30(6): 443-456.

梅桂明,张卫华. 刚性悬挂接触网动力学研究[J]. 铁道学报,2003,25(2): 24-29. MEI Guiming, ZHANG Weihua. Study on dynamics of rigid suspension catenary[J]. Journal of the China Railway Society, 2003, 25(2): 24-29.

ZHANG W H, LIU Y, MEI G M. Evaluation of the coupled dynamical response of a pantograph-catenary system contact force and stresses[J]. Vehicle System Dynamics, 2006, 44(8): 645-658.

刘志刚,宋洋,韩烨,等. 高速铁路接触网研究进展[J]. 西南交通大学学报,2016,51(3): 495-519. LIU Zhigang, SONG Yang, HAN Ye, et al. Advances of research on high-speed railway catenary[J]. Journal of Southwest Jiaotong University, 2016, 51(3): 495-519.

刘志刚,宋洋,刘煜铖. 电气化高速铁路接触网微风振动特性[J]. 西南交通大学学报,2015,50(1): 1-6. LIU Zhigang, SONG Yang, LIU Yucheng. Aeolian vibration characteristics of electrified high-speed railway catenary[J]. Journal of Southwest Jiaotong University, 2015, 50(1): 1-6.

李丰良,李敏,唐建湘. 受电弓的建模与参数测试[J]. 中南大学学报:自然科学版,2006,37(1): 194-199. LI Fengliang, LI Min, TANG Jianxiang. Establishment of the pantographs mechanical models and measurement of their parameters[J]. Journal of Central South University: Science and Technology, 2006, 37(1): 194-199.

周宁,张卫华,王冬. 受电弓等效模型参数识别及动态性能测试[J]. 西南交通大学学报,2011,46(3): 398-403. ZHOU Ning, ZHANG Weihua, WANG Dong. Lumped mass model for dynamic performance simulation of pantograph[J]. Journal of Southwest Jiaotong University, 2011, 46(3): 398-403.

ZHOU Ning, ZHANG Weihua, LI Ruiping. Dynamic performance of a pantograph-catenary system with the consideration of the appearance characteristics of contact surfaces[J]. Journal of Zhejiang University: Science A: Applied Physics Engineering, 2011, 12(12): 913-920.

ZHANG Weihua, SHEN Zhiyun, ZENG Jing. Study on dynamics of coupledsystems in high-speed trains[J]. Vehicle System Dynamics: International Journal of Vehicle MechanicsandMobility, 2013, 51(7): 966-1016.

ZHOU N, ZHANGW H. Investigation on dynamic performance and parameter optimization design of pantograph and catenary system[J]. Finite Element in Analysis and Design, 2011, 47(3): 288-295.

梅桂明,张卫华. 受电弓/接触网系统动力学模型及特性[J]. 交通运输工程学报,2002,2(1): 20-25. MEI Guiming, ZHANG Weihua. Dynamics model and behavior of pantograph/catenary system[J]. Journal of Traffic and Transportation Engineering, 2002, 2(1): 20-25.

BRUNI S, AMBROSIO J, CARNICERO A, et al. The results of the pantograph-catenary interaction benchmark[J]. Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility, 2015, 53(3): 1-9.

ZHOU N, L Q, YANG Y, et al. Statement of methods vehicle system dynamics[J]. International Journal of Vehicle Mechanics and Mobility, 2015, 53(3): 380-391.

VAN O V, MASSAT J P, LAURENT C, et al. Introduction of variability in pantograph-catenary dynamic simulations[J]. International Journal of Vehicle Mechanics and Mobility, 2014, 52(10): 1254-1269.

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Investigation on the Applicability of Pantograph and Catenary Model Urban Railway System

doi: 10.3969/j.issn.0258-2724.2017.02.026