Research Article
Feasibility Evaluation of a Long-Life Asphalt Pavement for Steel Bridge Deck
Table 1
Geometric dimensions and material parameters.
| | Item | Parameter |
| | Deck thickness (mm) | 14 | | Diaphragms space (mm) | 2700 | | Diaphragms thickness (mm) | 14 | | U-rib thickness (mm) | 8 | | U-rib space (mm) | 300 | | U-rib height (mm) | 280 | | Base layer thickness (mm) | 30 | | Surface layer thickness (mm) | 30 | | Poisson ratio of steel plate | 0.25 | | Elastic modulus of steel plate (MPa) | 210000 | | Elastic modulus of EAC (−15°C) (MPa) | 6000 | | Elastic modulus of EAC (20°C) (MPa) | 1000 | | Elastic modulus of EAC (60°C) (MPa) | 500 | | Elastic modulus of SMA (−15°C) (MPa) | 1500 | | Elastic modulus of SMA (20°C) (MPa) | 400 | | Elastic modulus of SMA (60°C) (MPa) | 200 |
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