Research Article
Development of a Vehicle-Bridge-Soil Dynamic Interaction Model for Scour Damage Modelling
Table 2
Case study bridge properties.
| | Bridge deck |
| | Young’s modulus () (MPa) | 35000 | X-sectional area (m2) | 9.516 | | Moment of inertia (m4) | 2.9487 | Concrete density (kg m−3) | 2400 | | Spans | 2 | Span length (m) | 25 |
| | Bridge abutment columns |
| | Young’s modulus () (MPa) | 35000 | Total X-sectional area (m2) | 1.7671 | | Total moment of inertia (m4) | 0.0276 | Concrete density (kg m−3) | 2400 | | Number of columns | 9 | Column length (m) | 6 |
| | Bridge pier |
| | Young’s modulus () (MPa) | 35000 | Total X-sectional area (m2) | 7.22 | | Total moment of inertia (m4) | 1.137 | Concrete density (kg m−3) | 2400 | | Number of columns | 2 | Column length (m) | 6 |
| | Abutment piles |
| | Young’s modulus () (MPa) | 35000 | Total X-sectional area (m2) | 2.827 | | Total moment of inertia (m4) | 0.0636 | Concrete density (kg m−3) | 2400 | | Number of piles | 10 | Pile length (m) | 15 |
| | Pier piles |
| | Young’s modulus () (MPa) | 35000 | Total X-sectional area (m2) | 3.534 | | Total moment of inertia (m4) | 0.1243 | Concrete density (kg m−3) | 2400 | | Number of piles | 8 | Pile length (m) | 15 |
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