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悬索桥的静风扭转发散有限元精细化分析

吴长青 张志田

湖南大学学报(自然科学版)2016,Vol.43Issue(9):88-97,10.
湖南大学学报(自然科学版)2016,Vol.43Issue(9):88-97,10.

悬索桥的静风扭转发散有限元精细化分析

Refined Analysis of Finite Element for Torsional Divergence of Suspension Bridges

吴长青 1张志田1

作者信息

  • 1. 湖南大学 风工程试验中心,湖南 长沙 410082
  • 折叠

摘要

Abstract

On the basis of the mechanism of stiffness degradation and torsional divergence in long-span suspension bridges subj ected to static wind,two criterions have been reasonably chosen for the evaluation of torsional divergence in smooth flows and turbulent flows,respectively.In a concerned bridge immersed in smooth flows,taking into account the easy estimation of the deformation conformation and the simple e-volution rule of main cables,the vertical displacement at the mid-location of main cables was adopted as a criterion to estimate the stiffness degradation and torsional divergence.When the vertical displacement rea-ches a critical value,the phenomenon of aerostatic torsional divergence will occur.In the case of turbulent flows,however,the bridge structure will experience complicated and stochastic dynamic responses in a form of multiple modal coupling.Consequently,the criterion used in smooth flows is not applicable to this case.To this end,a new criterion based on the identification of the length of the main cables in time do-main was put forward.The criterion can be described as that,when the minimum value of the main cable length indentified in the whole time domain reaches the value being equal to or very close to the zero-strain length,the bridge will be affected by the intermittent torsional divergence because of the softening of the main cable subsystem.It is shown that,using some static and dynamic finite element analyses,the phe-nomena of the aerostatic torsional divergence behavior of long-span suspension bridges in different types of field flows can be well explained with this new criterion.

关键词

悬索桥/扭转发散/刚度退化/评价标准/有限元分析

Key words

suspension bridges/torsional divergence/stiffness degradation/evaluation criterion/finite element analysis

分类

交通工程

引用本文复制引用

吴长青,张志田..悬索桥的静风扭转发散有限元精细化分析[J].湖南大学学报(自然科学版),2016,43(9):88-97,10.

基金项目

国家自然科学基金资助项目(51178182),National Natural Science Foundation of China ()

湖南大学学报(自然科学版)

OA北大核心CSCDCSTPCD

1674-2974

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