Research Article
Nonlinear Analysis Method for Serviceability Investigation of Bridge Deck Ends with a Concrete Slab Track
Table 1
Properties of the girder and track system.
| | Item | Index | Modulus of elasticity (N/m2) | Area (m) | Moment of inertia (m4) |
| | Girder | Prestressed composite girder | 2.686e + 10 | 3.3191 | 0.6974 | | Rail | 60 kg/m (KR CODE) | 2.059e + 11 | 7.742e−3 | 3.083e−5 | | Sleeper | ERS sleeper (RC sleeper), 625 mm | — | — | — | | Rail resilient pad | Static spring stiffness: 30 kN/mm | — | — | — | | Rail fastening system | Vossloh System 300-1 | — | — | — |
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