Table 2 The nonlinear static analysis results for the most common slab track systems
Type | Load case | Disp | Fbending | Mxx + ve | Myy + ve | Mxx − ve | Myy − ve | σsub | σrep |
|---|---|---|---|---|---|---|---|---|---|
BÖGL | A1 | 3.99 | − 228.2 | 10.3 | 10.3 | − 7.4 | − 8.8 | 164 | 300.1 |
A2 | 4.22 | − 270.6 | 11.6 | 12.1 | − 7.7 | − 8.7 | 165.8 | 355.1 | |
E1 | 2.50 | − 118.4 | 6.5 | 6.4 | − 3.4 | − 3.6 | 110.3 | 161.9 | |
E2 | 2.55 | − 123.0 | 6.5 | 6.3 | − 3.3 | − 3.7 | 110.5 | 174.0 | |
E3 | 2.45 | − 15.7 | 5.1 | 5.1 | − 3.1 | − 2.8 | 114.1 | 161.7 | |
E4 | 2.48 | − 15.5 | 5.2 | 5.6 | − 3.3 | − 2.6 | 114.4 | 174.9 | |
E5 | 2.22 | − 12.35 | 4.6 | 4.7 | − 2.7 | − 3.0 | 105.2 | 141.9 | |
Shinkansen | A1 | 4.18 | 190.0 | 10.1 | 11.2 | − 7.6 | − 7.5 | 173.8 | 314.0 |
A2 | 4.42 | − 223.9 | 12.7 | 12.7 | − 7.3 | − 7.9 | 175.2 | 381.9 | |
E1 | 2.70 | − 61.1 | 7.2 | 7.3 | − 1.9 | − 2.3 | 120.1 | 160.4 | |
E2 | 2.75 | − 67.2 | 6.7 | 7.9 | − 2.0 | − 2.6 | 120.1 | 177.1 | |
E3 | 2.56 | − 17.8 | 5.7 | 6.1 | − 3.5 | − 3.7 | 118.2 | 162.3 | |
E4 | 2.59 | − 15.6 | 6.3 | 6.7 | − 3.6 | − 3.3 | 118.6 | 180.6 | |
E5 | 2.31 | − 15.1 | 5.1 | 5.3 | − 2.4 | − 2.7 | 108.9 | 140.4 | |
RHEDA 2000 | A1 | 3.83 | − 167.6 | 14.4 | 12.9 | − 14.8 | − 11.1 | 158.4 | 255.2 |
A2 | 4.06 | + 167.0 | 12.7 | 12.9 | − 12.4 | − 10.7 | 161.5 | 291.8 | |
E1 | 2.55 | − 75.1 | 6.5 | 6.3 | − 1.9 | − 4.7 | 113.9 | 140.2 | |
E2 | 2.61 | + 80.8 | 6.5 | 5.8 | − 2.0 | − 5.4 | 115.3 | 147.9 | |
E3 | 2.46 | − 14.3 | 6.5 | 6.3 | − 5.2 | − 4.4 | 113.5 | 137.04 | |
E4 | 2.48 | − 15.6 | 6.4 | 5.8 | − 5.3 | − 4.5 | 114.2 | 144.7 | |
E5 | 2.22 | 14.7 | 5.3 | 5.4 | − 3.9 | − 3.3 | 105.3 | 122.1 |