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连续刚构桥主梁气动特性数值分析

李素杰 彭元诚 龙晓鸿 曹化锦

土木工程与管理学报2011,Vol.28Issue(3):156-159,4.
土木工程与管理学报2011,Vol.28Issue(3):156-159,4.

连续刚构桥主梁气动特性数值分析

Numerical Simulation for Aerodynamic Characteristics of Continuous Rigid Frame Bridges

李素杰 1彭元诚 2龙晓鸿 3曹化锦1

作者信息

  • 1. 华中科技大学 土木工程与力学学院
  • 2. 控制结构湖北省重点实验室,湖北武汉430074
  • 3. 中交第二公路勘察设计研究院有限公司,湖北武汉430056
  • 折叠

摘要

Abstract

Bas-ed on the computational fluid dynamics ( CFD) , the method of a two-dimensional cylinder surrounded by unsteady wind flow was using to solve the beam cross-section of the Continuous rigid bridge. First, the meshing schemes are compared and optimized. The numerical simulation results are compared with wind tunnel tests results to verify the validity of the models and calculation method. Then the aerodynamic characteristics of upstream and downstream beam sections of double-width bridges under different attack angles are investigated, and compared with the aerodynamic characteristics of single bridge sections. And the coefficients of aerodynamic interference factor are obtained. The work turns out to be very important to the research of aerodynamic characteristics of upstream and downstream beam sections of double-width bridges.

关键词

连续刚构/数值模拟/风动试验/气动干扰

Key words

continuous rigid frame bridges/ numerical simulation/ wind tunnel tests/ aerodynamic interference

分类

交通工程

引用本文复制引用

李素杰,彭元诚,龙晓鸿,曹化锦..连续刚构桥主梁气动特性数值分析[J].土木工程与管理学报,2011,28(3):156-159,4.

基金项目

中央高校基本科研业务费专项资金(2011QNI81) (2011QNI81)

贵州省交通厅科技项目资助 ()

土木工程与管理学报

OACHSSCDCSTPCD

2095-0985

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