Journal of South China University of Technology (Natural Science Edition) ›› 2007, Vol. 35 ›› Issue (2): 59-63.

• Traffic & Transportation Engineering • Previous Articles     Next Articles

Simulation of Temperature Field of Bridge Deck Pavement with ANSYS Software

Lu Yan-qiuZhang Xiao-ning Tang Wei-xia3   

  1. 1. School of Communication Science and Engineering, Harbin Institute of Tech. , Harbin 150090, Heilongjiang, China;2. School ofTraffic and Communications , South China Univ. ofTech. , Guangzhou510640 , Guangdong , China;3. Guangdong Branch , Liaoning Designing Institute of Urban and Rural Construction and Planning, Guangzhou 510507 , Guangdong, China
  • Received:2006-04-30 Online:2007-02-25 Published:2007-02-25
  • Contact: 逯彦秋(1975-),男,博士生,主要从事桥面铺装研究。 E-mail:luyanqiu2008@126.com
  • About author:逯彦秋(1975-),男,博士生,主要从事桥面铺装研究。
  • Supported by:

    交通部西部课题科研基金资助项目(2001-318-223-41)

Abstract:

This paper aims to reveal the temperature distribution in the bridge deck pavement and to provide some theoretical guidelines for the calculation of temperature stress and the material design of the bridge deck pavement. In the investigation , the atmosphere factors that affect the temperature field of the bridge deck pavement are first an-alyzed based on aerography and calorifics theories. A two-dimension calculation model of the transient temperature field is established according to the Fourier heat-transfer law. Then , the proposed model is simulated using the fi-nite element software ANSYS. The obtained results are finally compared with those of the on-the-spot survey. It is concluded that , given the correct boundary conditions and thermo-physical parameters of the pavement material , the proposed model helps to obtain precise numerical solution.

Key words: bridge deck pavement, radiation, temperature field, simulation