Long-Term Deflection of Prestressed Concrete Box Girder Bridges Due To Creep and Shrinkage
Long-term deflection of the box girder prestressed concrete bridge is undoubtedly essential. Creep and shrinkage are significant influences on the long-term deflection. Some design code models do not consider the water-cement ratio as a creep and shrinkage parameter. The excess water-cement ratio wi...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
GEOMATE International Society
2023
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| Subjects: | |
| Online Access: | https://repository.ugm.ac.id/285884/1/Long%20-%20term%20deflection.pdf |