Journal of South China University of Technology(Natural Science Edition) ›› 2021, Vol. 49 ›› Issue (4): 47-58,64.doi: 10.12141/j.issn.1000-565X.200358

Special Issue: 2021年土木建筑工程

• Architecture & Civil Engineering • Previous Articles     Next Articles

Study on Temperature Field of Steel Box Girder Based on Modified Convective Heat Transfer Coefficient

YANG Song1 LI Wenqiang2 HUANG Xu3 OUYANG Xun2 ZHU Jin3 LI Yongle3   

  1. 1. Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China; 2. Power China Road Bridge Group Co.,
    Ltd., Beijing 100084, China; 3. Department of Bridge Engineering, Southwest Jiaotong University, Chengdu 610031,Sichuan,China
  • Received:2020-06-24 Revised:2020-11-10 Online:2021-04-25 Published:2021-04-01
  • Contact: 朱金(1988-),男,博士(后),助理研究员,主要从事桥梁结构温度效应、风-车-桥耦合振动研究。 E-mail:zhujin19880102@126.com
  • About author:杨松(1980-),男,博士生,高级工程师,主要从事桥梁结构温度效应研究。E-mail:yangsong277@126.com
  • Supported by:
    Supported by the National Natural Science Foundation of China(51908472), Science and Technology Plan Projects of Science and Technology Department of Sichuan Province(2020YJ0080) and China Postdoctoral Science Fund Program(2019TQ0271,2019M663554)

Abstract: In order to study the influence of convective heat transfer boundary conditions on the temperature field distribution of steel box girder, a numerical simulation approach based on the modified convective heat transfer coefficient was proposed. Firstly, the commercial software Fluent was employed to simulate the wind velocity field of the steel box girder. Secondly, the convective heat transfer coefficient of the steel box girder computed and obtained with the Fluent was modified, and the temperature field distribution of steel box girder under different working conditions was further comparatively studied through finite element software ANSYS. The computation results of wind field on the surface of steel box girder show that compared to the inlet wind velocity, the wind velocities near the exterior surfaces of the steel box girder all decrease in different degree. Specifically, the wind velocities near the upper plate of the leeward side fairing and the bottom plate are reduced by 95.5% and 17.7%, respectively. The results of temperature field of steel box girder indicate that after introducing the modified convective heat transfer coefficient, the temperature differences in the steel box girder increase both vertically and horizontally. The vertically temperature difference will further increase after taking the auxiliary facilities on the bridge deck into the numerical simulation. Bridge deck pavement has little influence on the vertical temperature difference of steel box girder except the delay of the occurrence time of maximum temperature difference by 1 hour. In addition, the diaphragm can reduce the vertical and horizontal temperature differences of the steel box girder, due to its superior thermal conductivity. Therefore, the calculation of the temperature field of steel box girder should not ignore the influence of wind field near the surface of steel box girder, auxiliary facilities of bridge deck and diaphragm plate on the temperature field of steel box girder.

Key words: steel box girder, numerical simulation, reduction of wind velocity, modified convective heat transfer coefficient, temperature distribution