Nonlinear Analysis of Behaviors of Steel-Concrete Composite Beams with Slipping

Wei Feng Wang; Guo Qing Zheng; Bei Bei Huang

doi:10.4028/www.scientific.net/AMM.105-107.1187

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 105-107Nonlinear Analysis of Behaviors of Steel-Concrete...

Nonlinear Analysis of Behaviors of Steel-Concrete Composite Beams with Slipping

Abstract:

This paper has the background of JiuJiang bridge recover engineering, and uses the approach that combining submodel method with finite element method to establish the simplified model of the whole steel-concrete composite beam bridge without considering slipping and the refinde model of the typical section with considering slipping. The distribution of slipping of steel-concrete composite beam under the condition of operation is researched. In addition, the deflection as well the stress of typical section between the two kinds of models is contrasted and analyzed. Based on these researches, this article uses the Midas Civil to study the creep effect of steel-concrete composite beam cable-stayed bridge.

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Periodical:

Applied Mechanics and Materials (Volumes 105-107)

Pages:

1187-1196

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.105-107.1187

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Online since:

September 2011

Authors:

Wei Feng Wang, Guo Qing Zheng, Bei Bei Huang

Keywords:

Creep, Finite Element, Non-Linear Analysis, Steel-Concrete Composite Beam, Submodel

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References

[1] C. Zhao, Y.Q. Liu and X.G. Zhang: The Application Development of Combination Structures in Cable-stayed Bridge [A]. Bridge the Eighteenth National Conference Proceedings (Rudin) [C]. (China Communications Press, china, 2008: 181~185)(In Chinese).

Google Scholar

[2] J.S. Fan, X. Nie and Q.W. Li: Long-term Behavior of Composite Beams with Shrinkage, Creep and Cracking (Ⅱ) - theoretical analysis [J]. China Civil Engineering Journal, 2009, 42(3): 16~22(In Chinese).

Google Scholar

[3] J.G. Nie: Steel - concrete composite beam structure - experiment, theory and application [M]. ( Science Press, china, 2005: 1~6) (In Chinese).

Google Scholar

[4] ANSYS 9. 0 Classic Example Explanation Advanced Analytical Techniques and Example Explanation [M]. (China Water Power Press, china, 2005) (In Chinese).

Google Scholar

[5] Jorgen G Ougaord, Roger G Slutter, John W Fisher. Shear Strength and Steel Connectors in Lightweight and Normalweight Concrete [J]. AISC Engineering . 1971. 8(4): 55-64.

Google Scholar

[6] J.Y. Pan, L.M. Wu and L.B. Gao: Nonlinear Behavior of Long Span Cable-stayed Bridge Under Live Loading [J]. China Civil Engineering Journal, 1993, 26(1): 31~37(In Chinese).

Google Scholar

[7] D.H. Yan, Z.C. Tian: Finite Element Method and Application for the Shrinkage and Creep of Concrete Bridges [J]. China Journal of Highway and Transport, 2004, 17(2): 55~58.

Google Scholar