Influence of Concrete Shrinkage and Creep on Composite Beam of Cable-Stayed Bridge

Xu Hui Hu; Ning Zhong; Shi Hong Jing

doi:10.4028/www.scientific.net/AMR.671-674.1040

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Influence of Concrete Shrinkage and Creep on...

Influence of Concrete Shrinkage and Creep on Composite Beam of Cable-Stayed Bridge

Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

1040-1044

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.1040

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Online since:

March 2013

Authors:

Xu Hui Hu, Ning Zhong, Shi Hong Jing

Keywords:

Cable-Stayed Bridge, Composite Bridge Deck System, Shrinkage and Creep, Stress and Displacement

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References

[1] Nie JianGuo, Liu Ming, and Ye Lieping. Steel-concrete Composite Structure. Beijing: China Building Industry Press, (2005).

Google Scholar

[2] Lin YuanPei. Cable-stayed Bridge. Beijing: China Communications Press, (2004).

Google Scholar

[3] Xiang Haifan. Advanced Bridge Structure Theory [M]. Beijing: China Communications Press, (2000).

Google Scholar

[4] Ministry of Transportation of the People's Republic of China. Code for Design of Reinforced Concrete and Prestressed Concrete Highway Bridges and Culverts. (JTG D62-2004). Beijing: China Communications Press, (2004).

Google Scholar