Research on Temperature Effects of the Pre-Stressed Concrete Box Girder Bridge

Yi Xiang Fu

doi:10.4028/www.scientific.net/AMM.744-746.821

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Research on Temperature Effects of the...

Research on Temperature Effects of the Pre-Stressed Concrete Box Girder Bridge

Abstract:

The distribution of the temperature gradient and temperature change of the pre-stressed concrete box girder are extremely complicated because of the multiplex environment. Temperature load has attached great importance in the field of engineering, and it has a great influence on the bridge’s structure, especially the box structure. The engineering background of this paper is a typical three-dimensional pre-stressed concrete continuous box girder bridge with variable cross section, comprising five spans in one continuous unit. Experiment on it and research the change rules of the temperature distribution, as well as the influence of the structure’s internal force resulted by temperature. Finite element software-Midas/FEA is used to model and calculate the bridge in order to analyze the temperature influence on structure’s stress in contrast to the measured data from the experiments

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

821-826

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.821

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Online since:

March 2015

Authors:

Yi Xiang Fu*

Keywords:

Pre-Stressed Concrete Box Girder, Stress, Temperature Effects, Test

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References

[1] Elbadry M, Ghali A. Temperature viriations in concrete bridges. Journal ofStructural Engineering, 1983, 109(1): 235-237.

Google Scholar

[2] Elbadry M, Ghali A. Nonlinear temperature distribution and its effects on bridge. LABSE Periodica: International Association for Bridge and Structural Engineering, 1983, 169-191. Reference to a chapter in an edited book.

Google Scholar

[3] Leo E. Rodriguez; Paul J. Barr; Marv W. Halling. Temperature Effects on a Box-Girder Integral-Abutment Bridge. Journal of Performance of Constructed Facilities, 2014, 28(3): 583–591.

DOI: 10.1061/(asce)cf.1943-5509.0000437

Google Scholar

[4] Sang-Hyo Kim; Jin-Hee Ahn; Chi-Young Jung; Jae-Woon Jang; Young-Ho Park. Behaviour of steel-box semi-integral abutment bridge considering temperature-earth pressure change. International Journal of Steel Structures, 2014, 14(1): 117-140.

DOI: 10.1007/s13296-014-1011-7

Google Scholar

[5] ChangQing Miao; ChangHua Shi. Temperature gradient and its effect on flat steel box girder of long-span suspension bridge. Science China Technological Sciences, 2013, 56(8): 1929-1939, in Chinese.

DOI: 10.1007/s11431-013-5280-8

Google Scholar