Journal of South China University of Technology (Natural Science Edition) ›› 2010, Vol. 38 ›› Issue (4): 106-111.doi: 10.3969/j.issn.1000-565X.2010.04.020

• Architecture & Civil Engineering • Previous Articles     Next Articles

Wind-Induced Fatigue Analysis in Time Domain for Transmission Tower-line Coupling System

Wang Zhi-song  Li Zheng-liang  Xiao Zheng-zhi  Yan Zhi-tao   

  1. College of Civil Engineering,Chongqing University,Chongqing 400045,China
  • Received:2009-04-14 Revised:2009-12-11 Online:2010-04-25 Published:2010-04-25
  • Contact: 汪之松(1980-),男,博士,主要从事输电塔风工程研究. E-mail:wzsong123@163.com
  • About author:汪之松(1980-),男,博士,主要从事输电塔风工程研究.
  • Supported by:

    国家自然科学基金资助项目(50678181 50708118)

Abstract:

The transmission tower-line structure under wind loads is a nonlinear coupled vibration system.Its members alternately undergo reversal stress due to the flutter component of the natural wind,which may result in the fatigue damage of the structure.In this paper,with a direct-current transmission line as a case,a method to analyze the wind-induced fatigue in time domain is proposed for the vibration of transmission tower-line system.Then,the random wind field is simulated by using the AR model,and the nonlinear time-history wind-induced vibration of the tower-line coupling system is analyzed.Moreover,an equation to calculate the fatigue cumulative damage affected by the distributions of wind direction and speed is established,and the dangerous members with potential fatigue cumulative damage are determined,followed by a detail stress analysis.Finally,the fatigue life of the members under wind loads is estimated based on the linear cumulative damage theory.It is found that the proposed time-domain analysis method can effectively estimate the residual life of the transmission tower in wind-induced vibration.

Key words: transmission tower-line coupling system, wind-induced fatigue, time-domain analysis, fatigue cumulative damage