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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 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2007年第2期197-203,共7页
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 crit... 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. 展开更多
关键词 aerodynamic derivatives critical flutter wind speed numerical simulation wind tunnel test long-span bridges
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