Research Article
Effect of Shear Creep on Long-Term Deformation Analysis of Long-Span Concrete Girder Bridge
Table 2
Comparison of bending moments of the critical section (unit: kN·m).
| Bridge span length | Section over pier | Midspan section | Dead load (1) | Prestress (2) | (2)/(1) | Dead load (1) | Prestress (2) | (2)/(1) |
| 100 m | −2.75E + 05 | 2.54E + 05 | −0.92 | 5.68E + 04 | −6.80E + 04 | −1.20 | 270 m | −2.30E + 06 | 1.99E + 06 | −0.86 | 2.78E + 05 | −2.02E + 05 | −0.73 |
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