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Numerical simulation of aerodynamic derivatives and critical wind speed for long-span bridges based on simplified steady wind field

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【作者】 辛大波欧进萍

【Author】 Xin Dabo and Ou Jinping 1,2 1. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China 2. Dalian University of Technology, Dalian, 116024, China

【机构】 School of Civil Engineering Harbin Institute of TechnologySchool of Civil Engineering Harbin Institute of TechnologyDalian University of Technology Dalian 116024 ChinaHarbin 150090 China Harbin 150090 China

【摘要】 Combining the computational fluid dynamics-based numerical simulation with the forced vibration technique for extraction of aerodynamic derivatives, an approach for calculating the aerodynamic derivatives and the critical flutter wind speed for long-span bridges is presented in this paper. The RNG k-ε turbulent model is introduced to establish the governing equations, including the continuity equation and the Navier-Stokes equations, for solving the wind flow field around a two-dimensional bridge section. To illustrate the effectiveness and accuracy of the proposed approach, a simple application to the Hume Bridge in China is provided, and the numerical results show that the aerodynamic derivatives and the critical flutter wind speed obtained agree well with the wind tunnel test results.

【Abstract】 Combining the computational fluid dynamics-based numerical simulation with the forced vibration technique for extraction of aerodynamic derivatives, an approach for calculating the aerodynamic derivatives and the critical flutter wind speed for long-span bridges is presented in this paper. The RNG k-ε turbulent model is introduced to establish the governing equations, including the continuity equation and the Navier-Stokes equations, for solving the wind flow field around a two-dimensional bridge section. To illustrate the effectiveness and accuracy of the proposed approach, a simple application to the Hume Bridge in China is provided, and the numerical results show that the aerodynamic derivatives and the critical flutter wind speed obtained agree well with the wind tunnel test results.

【基金】 National Natural Science Foundation of China Under Grant No. 50278029
  • 【文献出处】 Earthquake Engineering and Engineering Vibration ,地震工程和工程振动(英文版) , 编辑部邮箱 ,2007年02期
  • 【分类号】U441.3
  • 【被引频次】1
  • 【下载频次】119
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