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Computational study on aerodynamics of long-span bridges

机译:大跨度桥梁空气动力学计算研究

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摘要

A numerical procedure for aerodynamic load analysis of long span bridges is presented. The preconditioned Reynolds averaged Navier-Stokes equations are adopted to compute flows over the bridges. To capture the turbulent characteristics of the flows, two equation turbulence models, Coakley’s q ? ω model and Menter’s k ? ω SST model, are used to compute the turbulent viscosity. A dual time stepping method in conjunction with the AF-ADI method is used to advance the solution in time. A loosely coupled method of the preconditioned RANS equations with the turbulence model equations is employed for fast computation without losing numerical stability. The numerical method for the aerodynamic load analysis is verified against well-known benchmark problems. Aerodynamic loads of two real bridges are computed with the method to demonstrate the usefulness of the method.
机译:提出了大跨度桥梁气动载荷分析的数值程序。采用预处理的雷诺平均Navier-Stokes方程来计算桥梁上的流量。为了捕获流动的湍流特性,使用了两个方程式湍流模型Coakley's q?。 ω模型和Menter's k? ωSST模型,用于计算湍流粘度。结合AF-ADI方法的双重时间步长方法可用于及时解决问题。预先设置的RANS方程与湍流模型方程的松散耦合方法可用于快速计算而不会损失数值稳定性。针对已知的基准问题验证了用于空气动力载荷分析的数值方法。用该方法计算了两座实际桥梁的空气动力载荷,以证明该方法的有效性。

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