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Frontiers of Mechanical Engineering

ISSN 2095-0233

ISSN 2095-0241(Online)

CN 11-5984/TH

邮发代号 80-975

2019 Impact Factor: 2.448

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Frontiers of Mechanical Engineering  2020, Vol. 15 Issue (2): 265-278   https://doi.org/10.1007/s11465-019-0571-9
  本期目录
Evaluation of power regeneration in primary suspension for a railway vehicle
Ruichen WANG1, Zhiwei WANG2()
1. Institute of Railway Research, University of Huddersfield, Huddersfield HD1 3DH, UK
2. State Key Laboratory of Traction Power, Southwest Jiaotong University, Chengdu 610031, China
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Abstract：

To improve the fuel economy of rail vehicles, this study presents the feasibility of using power regenerating dampers (PRDs) in the primary suspension systems of railway vehicles and evaluates the potential and recoverable power that can be obtained. PRDs are configured as hydraulic electromagnetic-based railway primary vertical dampers and evaluated in parallel and series modes (with and without a viscous damper). Hydraulic configuration converts the linear behavior of the track into a unidirectional rotation of the generator, and the electromagnetic configuration provides a controllable damping force to the primary suspension system. In several case studies, generic railway vehicle primary suspension systems that are configured to include a PRD in the two configuration modes are modeled using computer simulations. The simulations are performed on measured tracks with typical irregularities for a generic UK passenger route. The performance of the modified vehicle is evaluated with respect to key performance indicators, including regenerated power, ride comfort, and running safety. Results indicate that PRDs can simultaneously replace conventional primary vertical dampers, regenerate power, and exhibit desirable dynamic performance. A peak power efficiency of 79.87% is theoretically obtained in series mode on a top-quality German Intercity Express track (Track 270) at a vehicle speed of 160 mile/h (~257 km/h).
Key words： railway vehicle    primary damper    power regeneration    ride comfort    running safety
收稿日期: 2019-04-17      出版日期: 2020-05-25
Corresponding Author(s): Zhiwei WANG   
 引用本文:   
. [J]. Frontiers of Mechanical Engineering, 2020, 15(2): 265-278.
Ruichen WANG, Zhiwei WANG. Evaluation of power regeneration in primary suspension for a railway vehicle. Front. Mech. Eng., 2020, 15(2): 265-278.
 链接本文:  
https://academic.hep.com.cn/fme/CN/10.1007/s11465-019-0571-9
https://academic.hep.com.cn/fme/CN/Y2020/V15/I2/265
Damper Potential power/W Regenerated power/W Regenerated power efficiency/%
Primary vertical damper 39.07 (low) 1.47 (low) 3.75 (high)
Secondary lateral damper 4790.00 (high) 12.47 (high) 0.67 (low)
Secondary vertical damper 25.82 (very low) 0.32 (very low) 1.25 (moderate)
Secondary yaw damper 3700.00 (moderate) 3.03 (moderate) 0.08 (very low)
Tab.1  
Symbol Definition Value Symbol Definition Value
mveh Total vehicle mass 3.3×104 kg Bwb Bogie wheelbase 2.6 m
mbd Carboy mass 2.508×104 kg Hbd Body height 1.57 m
mbg Total bogie frame mass 4.18×103 kg Hbg Bogie height 0.5 m
mws Per wheelset mass 1.12×103 kg Wr Wheel radius 0.45 m
ksl Secondary lateral stiffness (per axle box) 1.672×106 N/m Hslbdh Secondary lateral damper body end height 0.53 m
csl Secondary lateral damping (per damper×2) 2.507598×104 N?s/m Hslbgh Secondary lateral damper bogie end height 0.56 m
ksv Secondary vertical stiffness (per axle box) 1.3672×105 N/m Hsvt Secondary vertical damper body end height 0.96 m
csv Secondary vertical damping (per damper×4) 1.337386×104 N?s/m Hsvb Secondary vertical damper bogie end height 0.895 m
ksy Secondary yaw stiffness (per axle box) 2.09×105 N/m Hsyt Secondary yaw damper body end height 0.61 m
csy Secondary yaw damping (per damper×4) 6.687×106 N?s/m Hsybgh Secondary yaw damper bogie end height 0.53 m
kpv Primary vertical stiffness (per axle box) 7.599×105 N/m Hpvt Primary vertical damper height (top) 0.81 m
cpv Primary vertical damping (per damper×8) 4179.33 N?s/m Hpvb Primary vertical damper height (bottom) 0.29 m
cped
(Case 1)		 Electrical damping
(PRDs, cped)		 See Fig. 1(a) Lhl Half body length 12 m
cped
(Case 2)		 Electrical damping
(PRDs, cped)		 See Fig. 1(b) Lhw Half body width 1.4 m
Tab.2  
Fig.1  
Fig.2  
Fig.3  
Track Line speed/(km?h–1) Length/km Standard deviation (lateral)/mm Standard deviation (vertical)/mm Description
110 110 5 3.04 5.12 A low-speed, 110 km/h (70 mile/h) piece of UK track, lower-quality cross-country track
160 160 5 2.46 2.77 A mainline UK track, 160 km/h (100 mile/h), typical of better-quality cross-country and lower-quality intercity routes
200 200 5 1.42 2.39 A good-quality piece of UK mainline track, 200 km/h (125 mile/h), typical of high-speed intercity tracks
225 225 5 1.36 2.00 Top-quality UK track, 225 km/h (140 mile/h), example of the best intercity track
270 270 4 1.04 1.81 Top-quality German ICE track, 270 km/h (170 mile/h)
Tab.3  
Fig.4  
Am/m2 Dm/(10−6 m3) kT/(Nm?A–1) kV/(V?rad–1?s) ηv/% ηm/% r/Ω R (Case 1) /Ω R (Case 2)/Ω
0.000127 8.2 0.925 0.925 92 95 10 1, 5, 10, 20, 50 0.5, 1, 2, 5, 10
Tab.4  
Scale for NMV Comfort index
NMV<1.5 Very comfortable
1.5≤NMV<2.5 Comfortable
2.5≤NMV<3.5 Medium
3.5≤NMV<4.5 Uncomfortable
NMV≥4.5 Very uncomfortable
Tab.5  
Fig.5  
Running speed/(mile?h–1) Body center Pivot 1 Pivot 2
Case 1
25 0.6285 0.8265 0.9730
50 0.6924 1.3738 1.1074
75 0.8178 1.3696 1.4633
100 1.0422 1.7284 2.1450
Case 2
25 0.6229 0.8158 0.9596
50 0.6790 1.3459 1.0770
75 0.8045 1.2948 1.4520
100 1.0401 1.7243 2.1318
Tab.6  
Running speed/(mile?h–1) Body center Pivot 1 Pivot 2
25 0.6285 0.8265 0.9730
50 0.6924 1.3738 1.1074
75 0.8178 1.3696 1.4633
100 1.0422 1.7284 2.1450
Tab.7  
Load resistance/Ω Body center Pivot 1 Pivot 2
Case 1
1.0 1.0422 1.7284 2.1450
5.0 1.0422 1.7284 2.1450
10.0 1.0422 1.7284 2.1450
20.0 1.0422 1.7284 2.1450
50.0 1.0422 1.7284 2.1450
Case 2
0.5 1.0401 1.7243 2.1318
1.0 1.0442 1.7367 2.1484
2.0 1.0507 1.7580 2.1702
5.0 1.0597 1.8010 2.2202
10.0 1.0668 1.8705 2.2781
Tab.8  
Radius/m Cant/mm Gauge widening/mm Transition length/m Distance from the start of the runoff transition to the center of dip/m
90 25 19 7.5 0.000 (top), 7.500 (bottom)
150 100 13 30 6.000 (top), 16.883 (bottom)
200 150 6 45 6.000 (top), 16.883 (bottom)
Tab.9  
Radius (transition*)/m Y/Q
Case 1 Case 2 Case 3 (viscous damper)
90 (bottom) 0.714 0.714 0.714
90 (top) 0.699 0.699 0.683
150 (bottom) 0.605 0.605 0.605
150 (top) 0.760 0.760 0.761
200 (bottom) 0.726 0.723 0.715
200 (top) 0.676 0.675 0.676
Tab.10  
Fig.6  
Fig.7  
Fig.8  
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