Research Article
Displacement and Stress Analysis of Thin Plate for Cement Concrete Pavement
Table 4
Stresses of plate in the middle position (h = 0.22 m).
| integration interval | 0-10 | 0-20 | 0-30 | 0-40 | 0-50 | 0-1000 |
| stress of the plate in the middle position /MPa | 1.35 | 1.41 | 1.42 | 1.41 | 1.41 | 1.41 |
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