Dynamic Analysis of the High Speed Train and Slab Track Nonlinear Coupling System with the Cross Iteration Algorithm

Figure 8

Dynamic response of the ballastless slab track subsystem: (a) the rail displacements, (b) the concrete slab displacements, (c) the hydraulically bonded layer displacements, (d) the rail accelerations, (e) the concrete slab accelerations, and (f) the hydraulically bonded layer accelerations.

(a)

(b)

(c)

(d)

(e)

(f)