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Table 4 Vehicle collision acceleration response under different D

From: Research on the Influence of Multiple Parameters on the Responses of a B-type Subway Train

Empty stroke D(mm)

Maximum collision instantaneous acceleration (g)

Vehicle M1

Vehicle M2

Vehicle M3

Vehicle M4

Vehicle M5

Vehicle M6

20

2.8739

1.3181

0.9199

0.7526

1.0643

1.1362

23.75

2.8739

1.3181

0.9199

0.7526

1.0643

1.1362

27.5

2.8739

1.3181

0.9199

0.7519

1.0582

1.1358

31.25

2.8739

1.3181

0.9199

0.7512

1.057

1.1357

35

2.8739

1.3181

0.9199

0.7509

1.0568

1.1355

38.75

2.8739

1.3181

0.9199

0.7504

1.0549

1.1351

42.5

2.8739

1.3181

0.9199

0.7503

1.055

1.1352

46.25

2.8739

1.3181

0.9199

0.7498

1.0532

1.1351

50

2.8739

1.3181

0.9199

0.7491

1.052

1.1349

Relative change (%)

0

0

0

− 0.47

− 1.16

− 0.11