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Temperature variation of concrete box girder bridge

✍ Scribed by Wang, Jian ;Fang, Zhi


Book ID
107477165
Publisher
Higher Education Press and Springer
Year
2009
Tongue
English
Weight
293 KB
Volume
3
Category
Article
ISSN
1673-7407

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To make an analysis of long-term effect of prestressed concrete box-girder bridge widening, a revised method of shrinkage and creep is presented by incremental method on base of energy principle. Continuous change of stress aroused by concrete shrinkage and Young's modulus of concrete over each time