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Influence of Concrete Shrinkage and Creep on Composite Beam of Cable-Stayed Bridge
Based on the shrinkage and creep theory model of the JTG D62-2004 and trough the finite element analysis software, it is to respectively calculate the main span displacement and the upper and lower edge stress of the steel beam and the concrete slab under the impacts of concrete shrinkage and creep at the initial stage and the normal operation stage (with 10 years of shrinkage and creep calculated) for the steel-concrete composite deck system of the cable-stayed with a main beam of 436m.The results show that the effects of the shrinkage and creep can’t be ignored.
Influence of Concrete Shrinkage and Creep on Composite Beam of Cable-Stayed Bridge
Based on the shrinkage and creep theory model of the JTG D62-2004 and trough the finite element analysis software, it is to respectively calculate the main span displacement and the upper and lower edge stress of the steel beam and the concrete slab under the impacts of concrete shrinkage and creep at the initial stage and the normal operation stage (with 10 years of shrinkage and creep calculated) for the steel-concrete composite deck system of the cable-stayed with a main beam of 436m.The results show that the effects of the shrinkage and creep can’t be ignored.
Influence of Concrete Shrinkage and Creep on Composite Beam of Cable-Stayed Bridge
Advanced Materials Research ; 671-674 ; 1040-1044
2013-03-11
5 pages
Article (Journal)
Electronic Resource
English
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