Research Article
Research on Mechanical Performance of CRTS III Plate-Type Ballastless Track Structure under Temperature Load Based on Probability Statistics
Table 10
Damage of the self-compacting concrete layer under temperature load after different service times.
| | | Damage under condition 1 | Damage under condition 2 | Total damage |
| | 1 year | 1.15 × 10−4 | 9.2 × 10−3 | 9.32 × 10−3 | | 3 years | 3.45 × 10−4 | 2.76 × 10−2 | 2.80 × 10−2 | | 5 years | 5.75 × 10−4 | 4.6 × 10−2 | 4.66 × 10−2 | | 10 years | 1.15 × 10−3 | 9.2 × 10−2 | 9.33 × 10−2 | | 20 years | 2.30 × 10−3 | 0.184 | 0.186 | | 30 years | 3.45 × 10−3 | 0.276 | 0.280 | | 40 years | 4.60 × 10−3 | 0.368 | 0.372 | | 50 years | 5.75 × 10−3 | 0.460 | 0.466 | | 60 years | 6.90 × 10−3 | 0.552 | 0.559 |
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