Research Article
A Two-Step Composite Time Integration Scheme for Vehicle-Track Interaction Analysis considering Contact Separation
Figure 8
Responses of the track with the Beijing–Shanghai track irregularity: (a) rail displacement; (b) track slab displacement; (c) base plate displacement; (d) wheel-rail force at the 1st wheelset.
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| (b) |
| (c) |
| (d) |