Studies on Temperature Field Boundary Conditions for Concrete Box-girder Bridges Under Solar Radiation

ZHAO Ren-da, WANG Yong-bao

China Journal of Highway and Transport ›› 2016, Vol. 29 ›› Issue (7) : 52-61.

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China Journal of Highway and Transport ›› 2016, Vol. 29 ›› Issue (7) : 52-61.

Studies on Temperature Field Boundary Conditions for Concrete Box-girder Bridges Under Solar Radiation

  • ZHAO Ren-da, WANG Yong-bao
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Abstract

In order to choose appropriate formulas to calculate the temperature field boundary conditions for concrete box-girder bridges under solar radiation, the existing formulas and values of direct solar radiation, diffusion radiation, ground reflection, convection coefficient, radiation coefficient, and comprehensive atmospheric temperature were compared and analyzed synthetically. Based on the temperature field experimental results of Qigan Nen River Bridge and the finite element program of temperature field analysis, the influences of different formulas of solar direct radiation intensity, diffusion radiation intensity and ground reflection radiation intensity on the roof, web and floor of box-girder were investigated. The reasonable range of radiation heat transfer coefficient which was suitable for engineering application was discussed. The heat convection coefficient which was affected by temperature difference between bridges and environment and wind speed was investigated. In addition, the influence laws of ambient atmospheric temperature values of different parts of box-girder on temperature field inside box-girder were researched. The results show that the solar direct radiation intensity has a great influence on the temperature distribution on the roof of box-girder, and the temperature distributions on the roof and web of box-girder are greatly influenced by the diffusion radiation intensity. The suitably selected formulas of direct radiation and diffusion radiation intensity can improve the calculation accuracy of temperature field on concrete box-girder. The effects of slant sky radiation in ground reflection and radiation heat transfer on the temperature distributions on the roof and floor of box-girder respectively are great, which cannot be ignored in design and calculation. The temperature field on concrete box-girder structure can be calculated accurately by comprehensively considering the convection coefficient which is calculated by temperature difference and wind speed. The value of radiation heat transfer coefficient is little affected by the external condition, so a value in a certain range can be taken. The ambient atmospheric temperatures in different parts of box-girder should be considered when calculating the corresponding comprehensive atmospheric temperatures.

Key words

bridge engineering / concrete box-girder / comparative analysis / solar radiation / boundary condition / temperature field

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ZHAO Ren-da, WANG Yong-bao. Studies on Temperature Field Boundary Conditions for Concrete Box-girder Bridges Under Solar Radiation[J]. China Journal of Highway and Transport, 2016, 29(7): 52-61

References

[1] ELBADRY M M,GHALI A.Nonlinear Temperature Distribution and Its Effects on Bridges[J].Structural Engineering International,1983(3):169-191.
[2] BRANCO F A,MENDES P A.Thermal Actions for Concrete Bridge Design[J].Journal of Structural Engineering,1993,119(8):2313-2331.
[3] OSKAR L,SVEN T.Estimating Extreme Values of Thermal Gradients in Concrete Structures[J].Materials and Structures,2011,44(8):1491-1500.
[4] ZHOU G D,YI T H.Thermal Load in Large-scale Bridges:A State-of-the-art Review[J].International Journal of Distributed Sensor Networks,2013,161(4):85-93.
[5] SAETTA A,SCOTTA R,VITALIANI R.Stress Analysis of Concrete Structures Subjected to Variable Thermal Loads[J].Journal of Structural Engineering,1995,121(3):446-457.
[6] 肖建庄,宋志文,赵勇,等.基于气象参数的混凝土结构日照温度作用分析[J].土木工程学报,2010,43(4):30-36. XIAO Jian-zhuang,SONG Zhi-wen,ZHAO Yong,et al.Analysis of Solar Temperature Action for Concrete Structure Based on Meteorological Parameters[J].China Civil Engineering Journal,2010,43(4):30-36.
[7] 彭友松.混凝土桥梁结构日照温度效应理论及应用研究[D].成都:西南交通大学,2007. PENG You-song.Studies on Theory of Solar Radiation Thermal Effects on Concrete Bridges with Application[D].Chengdu:Southwest Jiaotong University,2007.
[8] 孙国富.大跨度钢管混凝土拱桥日照温度效应理论及应用研究[D].济南:山东大学,2010. SUN Guo-fu.Theory and Application Study of Sunshine Temperature Effects on Long-span CFST Arch Bridge[D].Jinan:Shandong University,2010.
[9] 聂玉东.寒区大跨径混凝土箱梁桥温度场及温度效应分析[D].哈尔滨:哈尔滨工业大学,2013. NIE Yu-dong.Analysis of Temperature Field and Temperature Effect for Long Span Concrete Box Girder Bridges in Cold Regions[D].Harbin:Harbin Institute of Technology,2013.
[10] 王效通.预应力混凝土箱梁温度场计算的有限元法[J].西南交通大学学报,1985(3):52-62. WANG Xiao-tong.Computing Temperature Field of P.C.Box Girder by the Finite Element Method[J].Journal of Southwest Jiaotong University,1985(3):52-62.
[11] 魏光坪.单室预应力混凝土箱梁温度场及温度应力研究[J].西南交通大学学报,1989(4):90-97. WEI Guang-ping.Research for Temperature Fields and Temperature Stresses of Prestressed Concrete Single-box Girder Bridge[J].Journal of Southwest Jiaotong University,1989(4):90-97.
[12] 李全林.日照下混凝土箱梁温度场和温度应力研究[D].长沙:湖南大学,2004. LI Quan-lin.Research of Temperature Field and Temperature Stress of Concrete Box Girder Caused by the Solar Radiation[D].Changsha:Hunan University,2004.
[13] LEE J H.Investigation of Extreme Environment Conditions and Design Thermal Gradients During Construction for Prestressed Concrete Bridge Girders[J]. Journal of Bridge Engineering,2011,17(3):547-556.
[14] 汪剑,方志.混凝土箱梁桥的温度场分析[J].湖南大学学报:自然科学版,2008,35(4):23-28. WANG Jian,FANG Zhi.Temperature Variation of Concrete Box Girder Bridge[J].Journal of Hunan University:Natural Sciences,2008,35(4):23-28.
[15] JOHN A D,WILLIAM A B.Solar Engineering of Thermal Processes[M]. 4th ed.Hoboken:John Wiley & Sons,Inc.,2013.
[16] 佚名.我国各地大气透明系数资料[J].气象科技,1980(6):32-33. YI Ming. Transparence Coefficient of Atmosphere in Our Country[J].Meteorological Science and Technology,1980(6):32-33.
[17] KIM S H,CHO K I,WON J H,et al.A Study on Thermal Behavior of Curved Steel Box Girder Bridges Considering Solar Radiation[J].Archive of Civil and Mechanical Engineering,2009,9(3):59-76.
[18] CHEN B,SUN Y Z,WANG G J,et al.Assessment on Time-varying Thermal Loading of Engineering Structures Based on a New Solar Radiation Model[J].Mathematical Problems in Engineering,2014(2014):1-15.
[19] 张亮亮,杨磊,杨转运,等.大跨混凝土箱梁温度场分析[J].土木建筑与环境工程,2011,33(1):36-42. ZHANG Liang-liang,YANG Lei,YANG Zhuan-yun,et al.Temperature Field Analysis of Long-span Concrete Box Girders[J].Journal of Civil,Architectural & Environmental Engineering,2011,33(1):36-42.
[20] RIDING K A,POOLE J L,SCHINDLER A K,et al.Temperature Boundary Condition Models for Concrete Bridge Members[J].ACI Materials Journal,2007,104(4):379-388.
[21] MIRAMBELL E,AGUADO A.Temperature and Stress Distributions in Concrete Box Girder Bridges[J].Journal of Structural Engineering,1990,116(9):2388-2409.
[22] MOORTY S,ROEDER C W.Temperature-dependent Bridge Movements[J].Journal of Structural Engineering,1992,118(4):1090-1105.
[23] WALTER H D,AMIN G,MATHEW C,et al.Temperature Stresses in Composite Box Girder Bridges[J].Journal of Structural Engineering,1982,109(6):1460-1478.
[24] 方志,汪剑.大跨预应力混凝土连续箱梁桥日照温差效应[J].中国公路学报,2007,20(1):62-67. FANG Zhi,WANG Jian.Sun Light Thermal Difference Effect on Long-span PC Continuous Box Girder Bridge[J].China Journal of Highway and Transport,2007,20(1):62-67.
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