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Characteristics of the Running behavior and Safety for HEMU-400X due to Vertical Alignment

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고저틀림에 따른 차세대고속열차의 주행안전성 영향 분석

Characteristics of the Running behavior and Safety for HEMU-400X due to Vertical Alignment

Il-Yoon Choi Chan-Kyoung Park Ju-Hwan Um Yun-Sik Lim

ABSTRACT

HEMU-400X train have been developed and will be operated over 350km/h. In this paper, the influence of vertical alignment on running behavior and safety for HEMU-400X train was instigated by numerical analysis. The wavelength and amplitude of vertical alignment were considered in scenario of this numerical analysis. This research is based on just numerical analysis and the final result which include measurement will be published in the future.

책임저자:정회원 한국철도기술연구원 차륜궤도연구실 선임연구원, , , E-mail : [email protected]

TEL : (031)460-5347 FAX : (031)460-5814

* 한국철도기술연구원 차세대고속철도기술개발사업단 책임연구원, ,

** 한국철도기술연구원 차륜궤도연구실 선임연구원, ,

*** 한국철도기술연구원 차륜궤도연구실 연구원, ,

58

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파장(m) 궤도틀림 크기(mm)

7 * 9 * 10 * 12 * 15 * 18 *

3 7 9 10 12 15 18

5 7 9 10 12 15 18

7 7 9 10 12 15 18

10 7 9 10 12 15 18

15 7 9 10 12 15 18

20 7 9 10 12 15 18

25 10.13 13.02 14.47 17.37 21.71 26.05

30 14.00 18.00 20.00 24.00 30.00 36.00

40 19.80 25.46 28.28 33.94 42.43 50.91

50 23.82 30.62 34.03 40.83 51.04 61.25

70 32.27 41.49 46.10 55.31 69.14 82.97

100 45.30 58.25 64.72 77.66 97.08 116.50

표 1 고저틀림 해석시나리오

(3)

190 195 200 205 210 215 220 225 230 0

10 20 30 40 50

V e rt ic a l Ir re g u la ri ty ( m m )

Distance (m)

7mm 9mm 10mm 12mm 15mm 18mm

파장 (a) 10m

190 195 200 205 210 215 220 225 230 0

10 20 30 40 50

V e rt ic a l Ir re g u la ri ty ( m m )

Distance (m)

7mm 9mm 10mm 12mm 15mm 18mm

파장 (a) 30m

190 195 200 205 210 215 220 225 230 0

10 20 30 40 50

V e rt ic a l Ir re g u la ri ty ( m m )

Distance (m)

7mm 9mm 10mm 12mm 15mm 18mm

파장 (a) 40m

0 100 200 300 400 500

-0.02 -0.01 0.00 0.01 0.02 0.03 0.04 0.05

Derailment at Left 1 Derailment at Right 1 Derailment at Left 2 Derailment at Right 2 Derailment at Left 3 Derailment at Right 3 Derailment at Left 4 Derailment at Right 4

D er ai lm en t

Station (m)

0 100 200 300 400 500

-1 0 1 2

Wheelset 1 Wheelset 2 Wheelset 3 Wheelset 4

La te ra l f or ce (k N )

Station (m)

0 100 200 300 400 500

-0.15 -0.10 -0.05 0.00 0.05 0.10 0.15

Bogie 1 Bogie 2

A cc el er at io n (m /s

2

)

Station (m)

0 100 200 300 400 500

-0.15 -0.10 -0.05 0.00 0.05 0.10 0.15

A cc el er at io n (m /s

2

)

Station (m)

60

(4)

3m 5m 7m 10m 15m 20m 25m 30m 40m 50m 70m100m -0.1

0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8

7mm 9mm 10mm 12mm 15mm 18mm

Wavelength (m)

D er ai lm ae nt

(5)

3m 5m 7m 10m 15m 20m 25m 30m 40m 50m 70m100m -60

-40 -20 0 20 40 60

7mm 9mm 10mm 12mm 15mm 18mm

La te ra l w he el lo ad ( kN )

Wavelength (m)

3m 5m 7m 10m 15m 20m 25m 30m 40m 50m 70m100m -12

-10 -8 -6 -4 -2 0 2 4 6 8 10 12

La te ra l A cc el er at io n (m /s

2

)

Wavelength (m)

7mm 9mm 10mm 12mm 15mm 18mm

62

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3m 5m 7m 10m 15m 20m 25m 30m 40m 50m 70m100m -3

-2 -1 0 1 2 3

V er tic al A cc el er at io n (m /s

2

)

Wavelength (m)

7mm 9mm 10mm 12mm 15mm 18mm

선로정비지침 국토해양부

1. (2007),

2. UIC CODE 518, Testing and approval of railway vehicles from the point of view of their

dynamic behaviour - Safety - Track fatigue - Ride quality, 2005

참조

관련 문서

The influence of twist on running behavior and safety for KTX was instigated by numerical analysis among track geometry quality parameters such as vertical alignment, lateral

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