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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2017  >  17(4): 9-19
LIU Yong-jian, LIU Jiang, ZHANG Ning, FENG Bo-wen, XU Lei. Analytical solution of temperature effects of steel-concrete composite girder[J]. Journal of Traffic and Transportation Engineering, 2017, 17(4): 9-19.
Citation: LIU Yong-jian, LIU Jiang, ZHANG Ning, FENG Bo-wen, XU Lei. Analytical solution of temperature effects of steel-concrete composite girder[J]. Journal of Traffic and Transportation Engineering, 2017, 17(4): 9-19.
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Analytical solution of temperature effects of steel-concrete composite girder

  • 1.

    School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

  • 2.

    School of Water Resources and Architectural Engineering, Northwest A & F University, Yangling 712100, Shaanxi, China

  • 3.

    Department of Civil and Environmental Engineering, University of Waterloo, Waterloo N2L 3G1, Ontario, Canada

More Information
  • Author Bio:

    LIU Yong-jian(1966-), male, professor, PhD, +86-29-82334577, lyj.chd@gmail.com

  • Received Date: 2017-03-02
  • Publish Date: 2017-08-25
    Abstract
  • Under the two cases of considering interface slippage or not, the theoretical calculation formulas of steel-concrete composite girder's interface shear force, relative slippage and temperature stress were deduced under arbitrary temperature distribution. The formulas under considering interface slippage were verified by using the finite element simulation. Under the steel-concrete temperature difference pattern (pattern 1), the temperature difference pattern in General Specifications for Design of Highway Bridges and Culverts (JTG D60—2015) (pattern 2) and the temperature difference pattern in British Code BS5400 (pattern 3), the calculation results of temperature effects were compared. Analysis result shows that the interface shear forcedistribution of composite girder calculated by the shear force theoretical formula under considering interface slippage has the same rule with the finite element calculation result, and the maximum shear force deviations under the 3 patterns are 1.15%, 2.65% and 3.41%, respectively. The interface shear force of composite girder obeys hyperbolic cosine function distribution, and the interface slippage obeys hyperbolic sine function distribution. The calculated shear forces under considering interface slippage or not are almost equal, and the maximum deviation is only 1.22%. The maximum deviation of calculated mid-span temperature stress of composite girder is less than 1%. However, the deviation of calculated temperature stress at the end of composite girder is larger. When the temperature difference is 20 ℃ in pattern 3, the temperature tensile stress at concrete slab bottom under considering the slippage is 1.9 times as large as the one under no considering the slippage. The interface temperature effect of composite girder has linear relationship with temperature difference, and its slope is related to the pattern of temperature distribution. The variation rates of interface shear force, interface shear stress and interface slippage are largest in pattern 1, and are 9.138 kN·℃-1, 0.067 MPa·℃-1 and 5.263×10-3 mm·℃-1, respectively. When the temperature difference is 30 ℃, the variation rates of interface shear force, interface shear stress and interface slippage in pattern 1 are more than 3 times as large as the values in pattern 3. Therefore, no considering the temperature gradient of steel girder can cause the deviations of interface force, relative slippage and temperature stress, and the deviations grow with the increase of temperature difference.

     

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    • References(32)
  • [1]
    聂建国, 余志武. 钢-混凝土组合梁在我国的研究及应用[J]. 土木工程学报, 1999, 32 (2): 3-8. doi: 10.3321/j.issn:1000-131X.1999.02.001

    NIE Jian-guo, YU Zhi-wu. Research and practice of composite steel-concrete beams in China[J]. China Civil Engineering Journal, 1999, 32 (2): 3-8. (in Chinese). doi: 10.3321/j.issn:1000-131X.1999.02.001
    [2]
    刘永健, 高诣民, 周绪红, 等. 中小跨径钢-混凝土组合梁桥技术经济性分析[J]. 中国公路学报, 2017, 30 (3): 1-13. doi: 10.3969/j.issn.1001-7372.2017.03.001

    LIU Yong-jian, GAO Yi-min, ZHOU Xu-hong, et al. Technical and economic analysis in steel-concrete composite girder bridges with small and medium span[J]. China Journal of Highway and Transport, 2017, 30 (3): 1-13. (in Chinese). doi: 10.3969/j.issn.1001-7372.2017.03.001
    [3]
    BERWANGER C, SYMKO Y. Thermal stresses in steelconcrete composite bridges[J]. Canadian Journal of Civil Engineering, 1975, 2 (1): 66-84. doi: 10.1139/l75-007
    [4]
    CHAN M Y T, BEAUCHAMP J C, CHEUNG M S, et al. Thermal stresses in composite box-girder bridges[C]∥Canadian Society for Civil Engineering. Third International Conference on Short and Medium Span Bridges. Toronto: Canadian Society for Civil Engineering, 1990: 355-366.
    [5]
    CHANG S P, IM C K. Thermal behaviour of composite box girder bridges[J]. Proceedings of the Institution of Civil Engineers: Structures and Buildings, 2000, 140 (2): 117-126. doi: 10.1680/stbu.2000.140.2.117
    [6]
    DILGER W H, GHALI A, CHAN M, et al. Temperature stresses in composite box girder bridges[J]. Journal of Structural Engineering, 1983, 109 (6): 1460-1478. doi: 10.1061/(ASCE)0733-9445(1983)109:6(1460)
    [7]
    PRIESTLEY M J. Thermal gradients in bridges-some design considerations[J]. New Zealand Engineering, 1972, 27 (7): 228-233.
    [8]
    ELBADRY M M, GHALI A. Temperature variations in concrete bridges[J]. Journal of Structural Engineering, 1983, 109 (10): 2355-2374. doi: 10.1061/(ASCE)0733-9445(1983)109:10(2355)
    [9]
    ELBADRY M M, GHALI A. Nonlinear temperature distribution and its effects on bridges[J]. IABSE Proceedings, 1983, 66: 169-191.
    [10]
    刘兴法. 预应力混凝土箱梁温度应力计算方法[J]. 土木工程学报, 1986, 19 (1): 46-54. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC198601005.htm

    LIU Xing-fa. Computation of temperature stresses for prestressed concrete box girders[J]. China Civil Engineering Journal, 1986, 19 (1): 46-54. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC198601005.htm
    [11]
    张元海, 李乔. 桥梁结构日照温差二次力及温度应力计算方法研究[J]. 中国公路学报, 2004, 17 (1): 49-52. doi: 10.3321/j.issn:1001-7372.2004.01.011

    ZHANG Yuan-hai, LI Qiao. Study of the method for calculation of the thermal stress and secondary force of bridge structure by solar radiation[J]. China Journal of Highway and Transport, 2004, 17 (1): 49-52. (in Chinese). doi: 10.3321/j.issn:1001-7372.2004.01.011
    [12]
    张元海, 李乔. 预应力混凝土连续箱梁桥的温度应力分析[J]. 土木工程学报, 2006, 39 (3): 98-102. doi: 10.3321/j.issn:1000-131X.2006.03.015

    ZHANG Yuan-hai, LI Qiao. Analysis of thermal stress for prestressed concrete continuous box-girder bridges[J]. China Civil Engineering Journal, 2006, 39 (3): 98-102. (in Chinese). doi: 10.3321/j.issn:1000-131X.2006.03.015
    [13]
    彭友松, 强士中. 混凝土桥梁结构温度自应力计算方法探讨[J]. 西南交通大学学报, 2006, 41 (4): 452-455. doi: 10.3969/j.issn.0258-2724.2006.04.010

    PENG You-song, QIANG Shi-zhong. Investigation into computational method of self-equilibrating thermal stresses in concrete bridges[J]. Journal of Southwest Jiaotong University, 2006, 41 (4): 452-455. (in Chinese). doi: 10.3969/j.issn.0258-2724.2006.04.010
    [14]
    彭友松, 强士中. 公路混凝土箱梁三维温度应力计算方法[J]. 交通运输工程学报, 2007, 7 (1): 63-67. doi: 10.3321/j.issn:1671-1637.2007.01.014

    PENG You-song, QIANG Shi-zhong. 3-D thermal stress computation method of highway concrete box-girder[J]. Journal of Traffic and Transportation Engineering, 2007, 7 (1): 63-67. (in Chinese). doi: 10.3321/j.issn:1671-1637.2007.01.014
    [15]
    彭友松, 朱晓文, 强士中. 混凝土箱梁温度应力三维分析[J]. 铁道学报, 2009, 31 (3): 116-121. doi: 10.3969/j.issn.1001-8360.2009.03.021

    PENG You-song, ZHU Xiao-wen, QIANG Shi-zhong. Three dimensional analyses of thermal stresses in concrete boxgirders[J]. Journal of the China Railway Society, 2009, 31 (3): 116-121. (in Chinese). doi: 10.3969/j.issn.1001-8360.2009.03.021
    [16]
    颜昌清, 阳先全. 混凝土薄壁箱梁横向温度应力分析[J]. 桥梁建设, 2009 (3): 25-28. https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS200903005.htm

    YAN Chang-qing, YANG Xian-quan. Analysis of transverse temperature stress of concrete thin-wall box girder[J]. Bridge Construction, 2009 (3): 25-28. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS200903005.htm
    [17]
    任翔, 黄平明, 韩万水. 混凝土薄壁箱形结构横向温度应力解析计算方法[J]. 中国公路学报, 2012, 25 (1): 76-82. doi: 10.3969/j.issn.1001-7372.2012.01.012

    REN Xiang, HUANG Ping-ming, HAN Wan-shui. Transverse temperature stress computation method of concrete thin-wall box-shape structure[J]. China Journal of Highway and Transport, 2012, 25 (1): 76-82. (in Chinese). doi: 10.3969/j.issn.1001-7372.2012.01.012
    [18]
    陈彦江, 王力波, 李勇. 钢-混凝土组合梁桥温度场及温度效应研究[J]. 公路交通科技, 2014, 31 (11): 85-91. doi: 10.3969/j.issn.1002-0268.2014.11.014

    CHEN Yan-jiang, WANG Li-bo, LI Yong. Research of temperature field and its effect of steel-concrete composite girder bridge[J]. Journal of Highway and Transportation Research and Development, 2014, 31 (11): 85-91. (in Chinese). doi: 10.3969/j.issn.1002-0268.2014.11.014
    [19]
    刘瑜, 邵旭东. 轻型组合梁桥面板在日照作用下温度梯度效应研究[J]. 公路交通科技, 2015, 32 (6): 54-61. doi: 10.3969/j.issn.1002-0268.2015.06.009

    LIU Yu, SHAO Xu-dong. Research on temperature gradient effect of light-weighted composite bridge deck under solar radiation[J]. Journal of Highway and Transportation Research and Development, 2015, 32 (6): 54-61. (in Chinese). doi: 10.3969/j.issn.1002-0268.2015.06.009
    [20]
    卢磊. 基于ABAQUS钢—混凝土组合梁温度应力研究[D]. 西安: 长安大学, 2015.

    LU Lei. Study on temperature stress of steel and concrete composite beams based ABAQUS[D]. Xi'an: Chang'an University, 2015. (in Chinese).
    [21]
    王达, 张永健, 刘扬, 等. 基于健康监测的钢桁加劲梁钢-混组合桥面系竖向温度梯度效应分析[J]. 中国公路学报, 2015, 28 (11): 29-36. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201511006.htm

    WANG Da, ZHANG Yong-jian, LIU Yang, et al. Vertical temperature gradient effect analysis of steel-concrete composite deck system on steel truss stiffening girder with health monitoring[J]. China Journal of Highway and Transport, 2015, 28 (11): 29-36. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201511006.htm
    [22]
    王达, 王海柱, 刘扬. 中、美、欧标准中钢-混组合结构桥面系竖向温度梯度效应的比较[J]. 工业建筑, 2016, 46 (10): 163-168, 173. https://www.cnki.com.cn/Article/CJFDTOTAL-GYJZ201610033.htm

    WANG Da, WANG Hai-zhu, LIU Yang. In comparison with vertical temperature gradient effects of steel-concrete composite bridge deck in Chinese, American and EU codes[J]. Industrial Construction, 2016, 46 (10): 163-168, 173. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GYJZ201610033.htm
    [23]
    张烈. 钢-混凝土组合梁桥早期温度效应试验研究[J]. 公路交通科技: 应用技术版, 2017 (2): 153-156.

    ZHANG Lie. Experimental study on steel-concrete composite girder thermal effect in early age[J]. Journal of Highway and Transportation Research and Development: Application and Technology, 2017 (2): 153-156. (in Chinese).
    [24]
    陈玉骥, 叶梅新. 钢-混凝土结合梁在温度作用下的响应分析[J]. 中国铁道科学, 2001, 22 (5): 48-53. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK200105008.htm

    CHEN Yu-ji, YE Mei-xin. Analyses of responses of composite girders under the action of temperature[J]. China Railway Science, 2001, 22 (5): 48-53. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK200105008.htm
    [25]
    陈玉骥, 叶梅新. 钢-混凝土连续结合梁的温度效应[J]. 中南大学学报: 自然科学版, 2004, 35 (1): 142-146. https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD200401028.htm

    CHEN Yu-ji, YE Mei-xin. Temperature responses of steelconcrete continuous composite girders[J]. Journal of Central South University: Natural Science, 2004, 35 (1): 142-146. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD200401028.htm
    [26]
    周良, 陆元春, 李雪峰. 钢-混凝土组合梁的温度应力计算[J]. 公路交通科技, 2012, 29 (5): 83-88. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK201205013.htm

    ZHOU Liang, LU Yuan-chun, LI Xue-feng. Calculation of temperature stress of steel-concrete composite beam[J]. Journal of Highway and Transportation Research and Development, 2012, 29 (5): 83-88. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK201205013.htm
    [27]
    周勇超, 胡圣能, 宋磊, 等. 钢-混凝土组合梁的温度骤变效应分析[J]. 交通运输工程学报, 2013, 13 (1): 20-26. http://transport.chd.edu.cn/article/id/201301004

    ZHOU Yong-chao, HU Sheng-neng, SONG Lei, et al. Effect analysis of steel-concrete composite beam caused by sudden change of temperature[J]. Journal of Traffic and Transportation Engineering, 2013, 13 (1): 20-26. (in Chinese). http://transport.chd.edu.cn/article/id/201301004
    [28]
    阴存欣. 钢-混组合梁温度及收缩效应分析的电算方法[J]. 中国公路学报, 2014, 27 (11): 76-83. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201411014.htm

    YIN Cun-xin. Computing method for effect analysis of temperature and shrinkage on steel-concrete composite beams[J]. China Journal of Highway and Transport, 2014, 27 (11): 76-83. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201411014.htm
    [29]
    吴迅, 陈经伟, 肖春, 等. 温差、收缩引起的钢-混凝土组合梁界面处剪力作用研究[J]. 结构工程师, 2009, 25 (1): 41-44, 54. https://www.cnki.com.cn/Article/CJFDTOTAL-JGGC200901010.htm

    WU Xun, CHEN Jing-wei, XIAO Chun, et al. Study on shear effect caused by temperature and shrinkage on the interface of steel-concrete composite beams[J]. Structural Engineers, 2009, 25 (1): 41-44, 54. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JGGC200901010.htm
    [30]
    CHEN Quan. Effects of thermal loads on texas steel bridges[D]. Austin: University of Texas at Austin, 2008.
    [31]
    孙国晨, 关荣财, 姜英民, 等. 钢-混凝土叠合梁横截面日照温度分布研究[J]. 工程力学, 2006, 23 (11): 122-127, 138. https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX200611019.htm

    SUN Guo-chen, GUAN Rong-cai, JIANG Ying-min, et al. Sunshine-induced temperature distribution on cross section of steel-concrete composite beams[J]. Engineering Mechanics, 2006, 23 (11): 122-127, 138. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX200611019.htm
    [32]
    AU F T K, CHEUNG S K, THAM L G. Design thermal loading for composite bridges in tropical region[J]. Steel and Composite Structures, 2002, 2 (6): 441-460.
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