International Journal of Intelligent Systems and Applications(IJISA)

ISSN: 2074-904X (Print), ISSN: 2074-9058 (Online)

Published By: MECS Press

IJISA Vol.3, No.1, Feb. 2011

Research on temperature field and temperature stress of prestressed concrete girders

Full Text (PDF, 241KB), PP.25-32

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Chen Cheng, Kaiyin Zhang

Index Terms

Temperature field;temperature stress;prestressed concrete box girders


This paper introduces the establishment and simplification of the temperature field and the general calculation method of temperature stress of the prestressed concrete box girders. Three kinds of sunshine temperature gradient models were loaded to a real bridge respectively, and got stress and displacement curves. Research data of several prestressed concrete box girders were selected from different regions of China to compare the relative error of the calculated and measured value. We indicate that the study of temperature field and thermal stress of prestressed concrete box girders is necessary, and will help engineers to solve the problem in structure design.

Cite This Paper

Chen Cheng, Kaiyin Zhang,"Research on temperature field and temperature stress of prestressed concrete girders", International Journal of Intelligent Systems and Applications(IJISA), vol.3, no.1, pp.25-32, 2011. DOI: 10.5815/ijisa.2011.01.04


[1]Xiaonian She, Zhi Fang, Jian Wang, and Honglin Zhou,“Temperature effect of long span prestressed concrete continuous beam bridge,”Highway,2003(11), pp.135–137. (in Chinese)

[2]Zhengyi Wang, “Analysis of temperature field and temperature stress of concrete box girder,” ,1988(4), pp.9–16. (in Chinese)

[3]Yiping Tan, Dajian Han, Lilong Liang, “Study on temperature field of prestressed concrete box-girder bridges, ” Science technology and engineering, 2007, 7 (11), pp.2570–2575. (in Chinese)

[4]Qianming Li,Analysis and study on temperature field and temperature stress of pc box girder bridges, Southwest jiaotong university,2006, pp.46–58. (in Chinese)

[5]D.K. Van, S.V Narasimham, “Shear lag in shallow wide-flanged box girders,” Journal of structural division, ASCE, 1978, 102 (10): 1969–1979.

[6]AASHTO, “Interim specifiactions for the guide spcifications of design and construction of segmental concrete bridge,” 1st Ed., Washington, D.C., 1994.

[7]AASHTO, “LRFD bridge design specification, ”1stEd., Washington, D.C., 1994.

[8]Xingfa Liu, “Anasys of temperature stress of concrete structure,” Beijing:China comunications press,1991. (in Chinese)

[9]N. Cooke, M.J.N. Priestley, S.J. Thurston, “Analysis and design of partially prestressed concrete bridges under thermal loading,” PCI Journal, 1984, 29 (3): 94–114.

[10]S.T. Chang, “Prestress influence on shear lag effect in continuous box girder bridge,” Journal of structural engineering, ASCE, 1992,118 (11): 3113–3121.

[11]Yi Wang,”Observation and analysis of prestressed concrete continuous box-girder temperature action,” Southeast University, June, 2006, pp.52–56. (in Chinese)

[12]Guoqing Zhang, Zeming Tian, Taxue Jin, Yankun Xia, and Shaoxuan Cheng, “Temperature field Study of concrete box girder,” Northeast Highway,” vol. 22(3), pp. 43–46,56, 1999. (in Chinese)

[13]General code for design of highway bridges and culverts(JTG D60-2004). Beijing:China comunications press, 2004. (in Chinese)

[14]Code for design of railway reinforced concrete and prestressed concrete bridges and Culverts(TB 10002.3-2005). Beijing:China Railway Department, 2005. (in Chinese)

[15]Hengzhi chen, Xu Xie, Zhicheng Zhang, Guiru Ye, Xing Xu. Temperature field and stress field of prestressed concrete box girder bridges.Jounal of Zhejiang University(Enginerring science), 2005,(12), pp. 1885–1890. (in Chinese)

[16]F.Kehlbeck, Xingfa Liu, “ Solar radiation on the bridge structure”, China railway press,1981. (in Chinese)

[17]Quanquan Guo, Research of digital tensioning technogy and temperature action on prestressed concrete strueture, Taiyuan University of technology, April, 2003,pp.86–94. (in Chinese)

[18]Guoping Xia, Xiaozu Su,Yong Zhao, Caimu Huang, Qingyun Cai. Measurement and anslysisi of thermal deformation of prestressed concrete box girder. China civil engineering society, Shanghai prestressed BBS academic collection in 2007. (in Chinese)

[19]Zhaojun Xu. “Heat transfer theory,” China machine press, 1980. (in Chinese)

[20]Shiming Yang, Wenshuang Tao. “Heat transfer theory,” High Education press, 2006. (in Chinese)

[21]Jun Wang, “Temperature changes on the influnce of pre-stress loss,” China water transportation(Theory edition), 2006(3), pp.73-74. (in Chinese)

[22]Zhang, Xiedong; Zhang, Zhiguo; Ding, Yongjun; Zhan, Hao, “Research on temperature field of concrete Box girders of Yellow River Bridge in Dengkou”, Wuhan Ligong Daxue Xuebao (Jiaotong Kexue Yu Gongcheng Ban)/Journal of Wuhan University of Technology (Transportation Science and Engineering), v 29, n 3, pp. 392-395, June 2005 (in Chinese).

[23]Guo, Jian , “Analysis of unsteady temperature gradient and thermal stress field for concrete girder of cable-stayed bridge”, Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, v 18, n 2, pp. 65-68, April 2005(in Chinese).