Finite Element Method for Calculating Temperature Field of Main Cable of Suspension Bridge
Commenced in January 2007
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Edition: International
Paper Count: 33093
Finite Element Method for Calculating Temperature Field of Main Cable of Suspension Bridge

Authors: Heng Han, Zhilei Liang, Xiangong Zhou

Abstract:

In this paper, the finite element method is used to study the temperature field of the main cable of the suspension bridge, and the calculation method of the average temperature of the cross-section of the main cable suitable for the construction control of the cable system is proposed. By comparing and analyzing the temperature field of the main cable with five diameters, a reasonable diameter limit for calculating the average temperature of the cross section of the main cable by finite element method is proposed. The results show that the maximum error of this method is less than 1 ℃, which meets the requirements of construction control accuracy. For the main cable with a diameter greater than 400 mm, the surface temperature measuring points combined with the finite element method shall be used to calculate the average cross-section temperature.

Keywords: Suspension bridge, main cable, temperature field, finite element.

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References:


[1] M. D. Yu. Study on Temperature Field of Main Cable of Suspension Bridge and Its Influence on Main Cable. Chengdu: Southwest Jiaotong University, 2007.
[2] Y. R. Pan. Nonlinear Analysis Theory and Method of Suspension Bridge Structure. Beijing: China Communications Press, 2004.
[3] J. W. Zhang. Temperature Field Test and Temperature Effect Analysis of Main Cable of Yangluo Yangtze River Bridge. Wuhan: Huazhong University of science and technology, 2007.
[4] H. Y. Xu, S. J. Zhao. Calculation of Temperature Field of Main Cable of Suspension Bridge. Journal of Railway Engineering Society, 2012, 160(01): 15-50.
[5] Z. G. Huang. Field Monitoring and Numerical Analysis of Temperature Field of Long-Span Suspension Bridge. Guangzhou: South China University of Science and Engineering, 2016.
[6] J. S. Zhu, K. X. Chen, Q. L. Meng. Fine Analysis Method for Spatial Temperature Field of Long-Span Suspension Bridge. Journal of Tianjin University, 2018, 51(04): 339-347.
[7] W. Zhang. Research on Thermal Stress Theory of Main Cable and Structural Temperature Effect of Suspension Bridge Based on Sunlight Radiation. Chongqing: Chongqing University, 2015.
[8] D. L. Wang, W. Zhang. Analysis of Temperature Field Calculation Modelling of Main Cables of Suspension Bridge. Journal of Highway and Transportation Research and Development, 2015, 32 (8): 66-71.
[9] M. D. Yu, R. L. Shen, M. L. Tang, et al. Research on Temperature Field of Main Cable Section of Xihoumen Bridge. Journal of Architecture and Civil Engineering, 2010, 27(03): 53-58.
[10] R. X. Hu, S. Y. Kang. Ansys14.0 Thermodynamic Finite Element from Introduction to Mastery. Beijing: China Machine Press, 2013.
[11] M. Z. Xie. Study on Temperature Field Effect and Influence of Main Cable of Long-Span Suspension Bridge in Mountainous Complex Environment. Chongqing: Chongqing Jiaotong University, 2014.