Vertical Track Irregularity Influence on the Wheel High-Frequency Vibration in Wheel-Rail System

Table 4

The simulation results of the acceleration and the main dominant frequency in each working condition.

Wl (m)	Wa (mm)	200 km/h		350 km/h
		(m/s^2)/Amp (m/s^2)	(Hz)/Amp (m/s^2)	(m/s^2)/Amp (m/s^2)	(Hz)/Amp (m/s^2)
0.2	0.3	580/191	2372/112.4	220/100	2312/21.6
0.2	0.6	600/270	2372/162.7	400/220	2318/50.8
0.2	0.9	640/236	2372/124.92	870/445	1907/82.5
0.4	0.3	350/144	2372/81.05	240/126	2324/28
0.4	0.6	360/180	2372/102.8	440/280	2336/58.8
0.4	0.9	400/160	2372/83.95	950/490	1914/96.23
0.6	0.3	240/91	2372/51.33	250/108	2334/22.1
0.6	0.6	255/127	2372/64.78	424/205	2341/59.1
0.6	0.9	280/116	2372/46.7	920/410	1914/95.5
0.8	0.3	115/41	2372/22.25	260/110	2334/23.8
0.8	0.6	129/52	2372/29.44	460/284	2334/60.2
0.8	0.9	150/81	2372/30.65	900/410	1914/95
1	0.3	60/36	1403/19.65	180/95	2338/18.47
1	0.6	91/49	2372/24.91	310/255	2324/41.87
1	0.9	130/72	1403/23.12	720/340	1914/80.87
1.3	0.3	48/22	1403/9.11	90/41	2355/19.2
1.3	0.6	67/39	2372/12.11	210/96	2355/30.21
1.3	0.9	99/64	1403/19.23	490/221	1918/71.3
1.7	0.3	37/12	1403/6.92	86/50	2367/22.75
1.7	0.6	64/29	1403/10.39	110/77	2355/32.47
1.7	0.9	87/41	1403/22.33	290/180	1926/59.5
2	0.3	43/11	1403/4.39	89/33	2392/11.96
2	0.6	36/22	1403/9.19	78/51	2377/17.21
2	0.9	60/30	1403/8.81	150/97	1938/27.68

Note: Wl = wavelength; Wa = wave amplitude; Amp = amplitude; = main dominant frequency; = peak acceleration simulated.