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基于CFD和CSD耦合的涡激振和颤振气弹模拟 被引量:16
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作者 李永乐 朱佳琪 唐浩俊 《振动与冲击》 EI CSCD 北大核心 2015年第12期85-89,114,共6页
以FLUENT为研究工具,利用微分方程的数值解法和动网格技术,基于松耦合方法将Newmark算法通过UDF嵌入Fluent软件中,实现了CFD和CSD耦合的分析方法。通过建立二维方柱绕流模型,计算了竖向单自由度振动方柱在不同风速下的斯托罗哈数和最大... 以FLUENT为研究工具,利用微分方程的数值解法和动网格技术,基于松耦合方法将Newmark算法通过UDF嵌入Fluent软件中,实现了CFD和CSD耦合的分析方法。通过建立二维方柱绕流模型,计算了竖向单自由度振动方柱在不同风速下的斯托罗哈数和最大振幅的变化情况,模拟了涡激共振锁定现象,并与静态绕流的结果进行了对比。建立了具有竖向振动和扭转振动二自由度的薄平板模型,并识别了该平板的颤振导数,进一步对其弯扭耦合颤振临界风速进行了逼近计算,本方法得到的颤振临界风速与Scanlan理论公式和Selberg理论公式吻合较好。 展开更多
关键词 CFD和CSD耦合分析 动网格 涡激振 气弹效应
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基于本征正交分解和动态模态分解的尾涡激振现象瞬态过程的模态分析 被引量:16
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作者 谢海润 吴亚东 +1 位作者 欧阳华 王安正 《上海交通大学学报》 EI CAS CSCD 北大核心 2020年第2期176-185,共10页
尾涡激振是气动弹性领域的一种常见现象,在上游尾迹的气动激励下会导致流场中结构的强迫振动,该现象会危及被激励结构的完整性和疲劳寿命.本文使用圆柱/叶片的近似模型研究尾涡激振问题.该模型中的圆柱位于上游均匀来流,能够产生特定频... 尾涡激振是气动弹性领域的一种常见现象,在上游尾迹的气动激励下会导致流场中结构的强迫振动,该现象会危及被激励结构的完整性和疲劳寿命.本文使用圆柱/叶片的近似模型研究尾涡激振问题.该模型中的圆柱位于上游均匀来流,能够产生特定频率的卡门涡街;叶片位于流场下游,受到圆柱尾迹所施加的持续脉动激励,产生强迫振动.针对尾涡激励的近似模型,通过基于Fluent的二维数值计算,模拟了上游圆柱的脱落涡以及叶片从固定到以本身自然频率振动的瞬态过程,从而提供了流场变化过程的详细信息.基于非定常瞬态结果,采用本征正交分解(POD)和动态模态分解(DMD)分析方法,通过分解与重构叶片附近流场的压力场,提取模态频率及其变化过程,得到了尾涡激振现象的主要流动特征.通过对比两种模态分析结果发现,POD重构在残差处理方面有较大的优势,而DMD在单一频率模态的提取以及变化情况的分析方面更有优势. 展开更多
关键词 涡激振 瞬态过程 本征正交分解 动态模态分解
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刚性索风致振动及制振措施的研究
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作者 周述华 奚绍中 《铁道标准设计》 北大核心 1998年第2期38-39,共2页
介绍针对大里营斜拉桥刚性斜拉索所进行的气动弹性模型风洞试验研究。结果表明,带圆弧形截面的拉索对涡激振有较好的抑制作用.也能较全面地改善对拉索的抗风性能。
关键词 刚性索 风洞试验 涡激振 措施 斜拉桥
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大跨度城市轨道交通斜拉桥主梁气动特性CFD研究 被引量:2
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作者 李永乐 任红全 +1 位作者 赵彤 安伟胜 《四川建筑科学研究》 北大核心 2011年第4期60-64,共5页
以某大跨度斜拉桥为背景,采用大型商用软件CFD进行数值风洞模拟,得到了斜拉桥主梁截面三种形式的气动特性参数,即三分力系数、车桥组合下的三分力系数以及颤振导数,讨论了其随攻角和风速变化的规律及原因,考查了车辆存在对主梁断面气动... 以某大跨度斜拉桥为背景,采用大型商用软件CFD进行数值风洞模拟,得到了斜拉桥主梁截面三种形式的气动特性参数,即三分力系数、车桥组合下的三分力系数以及颤振导数,讨论了其随攻角和风速变化的规律及原因,考查了车辆存在对主梁断面气动特性的影响,并进一步由升力系数功率谱曲线分析了主梁的涡振性能,通过三种主梁截面的气动特性对比研究,可进一步对主梁截面进行优化设计,所得结论对大跨高墩轨道交通斜拉桥的主梁截面形式选取具有一定指导意义。 展开更多
关键词 CFD 斜拉桥 气动特性 气动系数 导数 涡激振
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The effect of functional loads on free spanning pipeline's VIV response 被引量:3
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作者 艾尚茂 孙丽萍 《Journal of Marine Science and Application》 2009年第2期151-155,共5页
During the operation and installation of offshore pipelines, high axial forces and pressures are experienced, and their effects cannot be neglected. In this article, the effect of internal flow velocity and functional... During the operation and installation of offshore pipelines, high axial forces and pressures are experienced, and their effects cannot be neglected. In this article, the effect of internal flow velocity and functional loads on vortex-induced vibration (VIV) response is investigated. On the basis of the Hamilton principle, a differential equation was derived to describe the motion of a pinned-pinned tensioned spanning pipeline conveying fluid. The VIV response was calculated according to DNV-RP-F105 under different functional loads. The results showed that functional loads influence free spanning pipeline VIV response by changing the natural frequency. Internal flow velocity was found less important for VIV response than other functional load factors, such as effective axial force, because the speed in reality is not high enough to be significant. The research may provide a reference for sensitivity studies of the effect of functional loads on allowable free span lengths. 展开更多
关键词 free spanning pipeline VIV functional load internal flow
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Numerical simulation of VIV for an elastic cylinder mounted on the spring supports with low mass-ratio 被引量:1
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作者 徐俊凌 朱仁庆 《Journal of Marine Science and Application》 2009年第3期237-245,共9页
With the development of the offshore deep water oil industry many researchers are focusing on the vortex-induced vibrations (VIV) of deep risers. In the present work, Reynolds-averaged Navier-Stokes (RANS) equatio... With the development of the offshore deep water oil industry many researchers are focusing on the vortex-induced vibrations (VIV) of deep risers. In the present work, Reynolds-averaged Navier-Stokes (RANS) equations were combined with the SST κ-ω turbulent model to simulate the stream-wise and transverse motion of an elastically mounted cylinder with a low mass-ratio, a natural frequency ratio of fx/fy = 1 and an Re number between 5 300 and 32 000, The four-order Runge-Kutta method was applied to solve the oscillating equation of the cylinder. The relationship between reduced velocity and parameters of the cylinder, including the lift coefficient, the drag coefficient, displacement and the vortex structure were then compared with recent experimental results and discussed in detail. The present numerical simulation reproduced effects have been observed in experiments, such as the lock-in phenomenon, the hysteretic phenomenon and beating behavior. 展开更多
关键词 VIV low mass ratio stream-wise and transverse motion TWO-DEGREE-OF-FREEDOM vortex shedding model CFD
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Mechanism of the self-excited oscillation pipeline flocculator 被引量:1
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作者 邓晓刚 《Journal of Chongqing University》 CAS 2006年第1期13-15,共3页
This paper presents the research on the dynamic mechanism of flocculation based on the characteristcs of turbulent flow. The shearing force and the centrifugal force transferred by the vortex are the main forces to ca... This paper presents the research on the dynamic mechanism of flocculation based on the characteristcs of turbulent flow. The shearing force and the centrifugal force transferred by the vortex are the main forces to cause collision of flocculated grains in water and the shearing force is the primary one. Based on this mechanism, a new type of self-excited oscillation pipeline flocculator is designed. 展开更多
关键词 FLOCCULATION VORTEX self-excited oscillation
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An application of system identification in the two-degree-freedom VIV experiments
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作者 康庄 William C.WEBSTER 《Journal of Marine Science and Application》 2009年第2期99-104,共6页
Experiments on the two-degree-freedom vortex-induced vibration (VIV) of a flexibly-mounted, rigid, smooth cylinder were performed at MIT. The research reported here is an analysis of the cylinder's trajectories. Sy... Experiments on the two-degree-freedom vortex-induced vibration (VIV) of a flexibly-mounted, rigid, smooth cylinder were performed at MIT. The research reported here is an analysis of the cylinder's trajectories. System identification methods were used to derive a best Fourier representation for these motions and to parse these motions into symmetric and asymmetric behaviors. It was postulated that the asymmetric behavior was due to distortions caused by the free surface and bottom used at the test facility, and that the symmetric behavior is representative of deepwater VIV. Further application of systems identification methods was used to associate the symmetric behavior and test conditions to a traditional vortex street model. These models were analyzed for their ability to predict details of VIV trajectories. 展开更多
关键词 system identification two-degree-freedom vortex-induced vibration (VIV)
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