Analysis of the Influence of Cracked Sleepers under Static Loading on Ballasted Railway Tracks

Table 6

Deflections (mm) in the track model with 1 to 6 central cracks.

Uncracked	−1.238	−1.155	−1.150	−0.921	−0.672	−0.346	−0.083
Central cracks
1	−1.238	−1.155	−1.151	−0.921	−0.671	−0.346	−0.083
2	−1.238	−1.155	−1.151	−0.921	−0.672	−0.346	−0.083
3	−1.238	−1.155	−1.151	−0.921	−0.672	−0.346	−0.083
4	−1.238	−1.155	−1.151	−0.921	−0.672	−0.346	−0.083
5	−1.238	−1.156	−1.151	−0.921	−0.672	−0.346	−0.083
6	−1.238	−1.156	−1.151	−0.921	−0.672	−0.346	−0.083