Field Test and Analysis for the Static and Dynamic Behaviour of Multi-Box Steel Concrete Composite Girder Bridge

Yu Liang He; Yi Qiang Xiang; He Xin Ke; Li Si Liu

doi:10.4028/www.scientific.net/AMM.226-228.1547

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 226-228Field Test and Analysis for the Static and Dynamic...

Field Test and Analysis for the Static and Dynamic Behaviour of Multi-Box Steel Concrete Composite Girder Bridge

Abstract:

Taking the four-span 40m simply supported multi-box steel-concrete composite girder bridge in the ProjectⅡ of Qiushi Expressway in Hangzhou as the background, this paper analyzed the static and dynamic behaviour of the bridge by FEM, then finished a field test study for the bridge. Finally, comparing the test values with the results obtained from FEM analysis, it was verified that the rigidity transverse beam method with infinte stiffness is also adaptive to caculating and predicting the load transverse distribution of the multi-box steel-concrete composite bridge. Steel diaphragm and stiffening rib of the multi-box steel- concrete composite bridge can improve the flexural capacity of bridge to some extent, so these contributions should be reasonably considered during the design stage in order to reduce the engineering cost. The measured modes agree well with the results from FEM.

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Periodical:

Applied Mechanics and Materials (Volumes 226-228)

Pages:

1547-1550

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.226-228.1547

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Online since:

November 2012

Authors:

Yu Liang He, Yi Qiang Xiang, He Xin Ke, Li Si Liu

Keywords:

Box Girder Bridge, Finite Element Method (FEM), Full Scale Model, Steel-Concrete Composite, Test

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References

[1] The Ministry of Transportation and Communications: General Code for Design of Highway Bridges and Culverts (China Communications Press, China 2003). (In Chinese)

Google Scholar

[2] Zhejiang University, Hangzhou Municipal Public Construction Development Company: Report of the H109-H110 bridge Field Load Test in the Project II of Qiushi Expressway in Hangzhou [R] (Zhejiang University, Hangzhou 2012). (In Chinese)

DOI: 10.1134/s0514749219040244

Google Scholar

[3] Y. Q. Xiang and G. Q. Chen: China Journal of Highway and Transport, Vol. 13(2000) No.4, p.74. (In Chinese)

Google Scholar

[4] Y. Q. Xiang, S. P. Yi and X. Q. Du: China Civil Engineering Journal, Vol. 33(2000) No.1, p.15. (In Chinese)

Google Scholar