Long-Term Performance of Steel-Concrete Composite Box Girder

Xiao Jie Liu; Ya Peng Jiang

doi:10.4028/www.scientific.net/AMR.838-841.653

Paper Titles

Carrying Capacity of Round Timber Bolted Joints with Steel Plates under Cyclic Loading
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Study on Three-Point Bending Numerical Tests of CFRP Reinforced Concrete Beam with Initial Crack
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Numerical Simulation Research for CFST Columns under Blast Load
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Influencing Factors Analysis on Temperature Field of Reinforced Concrete Columns under Fire
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Long-Term Performance of Steel-Concrete Composite Box Girder
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Research on the Technology of GFRP Bars and PC Strand Combined Supporting Piles by Experiment
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Analysis of Bearing Capacity of Steel-High Strength Concrete Composite Beams
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Influencing Factor Analysis on Non-Mining Fracturing of Shaft Lining in Thick Topsoil Layer
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Rheological Model Identification of Debris Filled with Mud Weak Interlayer
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Long-Term Performance of Steel-Concrete Composite...

Long-Term Performance of Steel-Concrete Composite Box Girder

Abstract:

In this paper, an analytical example was given to show the time-varying regularity of stress and deformation of composite box girder. The distribution of deflection along the span at initial time and ultimate time was calculated. It was found that the mid-span deflection increased rapidly during the initial 50 days, and became stable after 300 days. The stress of steel increased while the stress of concrete decreased and both of the variation rates gradually slowed down with time. The regularity of stress of steel and concrete with time are similar to that of the mid-span deflection.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

653-656

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.653

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Online since:

November 2013

Authors:

Xiao Jie Liu*, Ya Peng Jiang

Keywords:

Composite Box Girder, Deflection, Stress

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* - Corresponding Author

References

[1] Wang junwen, Long peiheng, Liu zhiyong. Analysis of creep in composite beams [J] Journal of Highway and Transportation Research and Development, 2004, 21(8): 38-41.

Google Scholar

[2] Wang lianguang, Liu li, Cui jinqi. Analysis of creep effect on prestressed steel composite Beams with high-strength concrete [J]. Northeastern University (Natural science edition), 2005, 26(7): 695-698.

Google Scholar

[3] Luigino Dezi, Graziang Leonietal. Time-dependent analysis of prestressed composite beams [J]. ASCE, 1995, 121(4): 621-633.

Google Scholar

[4] R. lan Gilbert and Mark Andrew Bradford. Time-dependent behavior of continuous composite beams at service loads [J]. ASCE, 1995, 121 (2): 319-327.

DOI: 10.1061/(asce)0733-9445(1995)121:2(319)

Google Scholar

[5] Zhou lingyu. Service behavior of steel-concrete composite box beams and triaxial nonlinear Analysis [D]. Changsha: Central South University, (2005).

Google Scholar

[6] JTG D62-2004. Design code of highway reinforced concrete and prestressed concrete [S]. China communication press, (2004).

Google Scholar