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Calibration of a γ-Re_θ transition model and its validation in low-speed flows with high-order numerical method 被引量:9
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作者 Wang Yuntao Zhang Yulun +1 位作者 Li Song Meng Dehong 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2015年第3期704-711,共8页
Abstract Based on the Reynolds-averaged Navier--Stokes (RANS) equations and structured grid technology, the calibration and validation of Y-Reo transition model is preformed with fifth-order weighted compact nonline... Abstract Based on the Reynolds-averaged Navier--Stokes (RANS) equations and structured grid technology, the calibration and validation of Y-Reo transition model is preformed with fifth-order weighted compact nonlinear scheme (WCNS), and the purpose of the present work is to improve the numerical accuracy for aerodynamic characteristics simulation of low-speed flow with transition model on the basis of high-order numerical method study. Firstly, the empirical correlation functions involved in the Y-Reo transition model are modified and calibrated with experimental data of turbulent flat plates. Then, the grid convergence is studied on NLR-7301 two-element airfoil with the modified empirical correlation. At last, the modified empirical correlation is validated with NLR-7301 two-element airfoil and high-lift trapezoidal wing from transition location, velocity pro- file in boundary layer, surface pressure coefficient and aerodynamic characteristics. The numerical results illustrate that the numerical accuracy of transition length and skin friction behind transition location are improved with modified empirical correlation function, and obviously increases the numerical accuracy of aerodynamic characteristics prediction for typical transport configurations in low-speed range. 展开更多
关键词 Aerodynamic characteristicsfinite difference scheme High-order method Laminar to turbulenttransition RANS
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三塔斜拉桥的动力特性研究 被引量:1
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作者 杨海涛 《山西交通科技》 2017年第1期64-68,共5页
桥梁结构的动力特性是结构抗风性能和抗震性能研究的基础。以在建的某跨海大桥为工程背景,采用通用有限元软件ANSYS建立本桥空间有限元模型。计算分析了不同的索塔形状(双曲海豚塔和主直副曲海豚塔)斜拉桥的动力特性。分析结果表明:两... 桥梁结构的动力特性是结构抗风性能和抗震性能研究的基础。以在建的某跨海大桥为工程背景,采用通用有限元软件ANSYS建立本桥空间有限元模型。计算分析了不同的索塔形状(双曲海豚塔和主直副曲海豚塔)斜拉桥的动力特性。分析结果表明:两种结构的斜拉桥的振型基本相同,但双曲海豚塔斜拉桥的频率较主直副曲海豚塔斜拉桥的高。 展开更多
关键词 海豚塔 斜拉桥 动力特性 有限元 ANSYS
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