1. 西安交通大学人居环境与建筑工程学院,西安,710049
2. 西安交通大学机械工程学院,西安,710049
网络首发:2007-01-10,
纸质出版:2007
移动端阅览
王沣浩 1, 姜歌东 2, 罗昔联 1. 高雷诺数下双圆柱绕流诱发振动的数值模拟[J]. 西安交通大学学报, 2007,41(1):101-105.
王沣浩 1, 姜歌东 2, 罗昔联 1. Numerical Simulation for Flow Around Two Cylinders at High Reynolds Number by Surface Vorticity Method[J]. 2007, 41(1): 101-105.
基于表面涡方法研究了不同间隙比及归一化阻尼参数下
串列和并列双圆柱的流体诱导振动问题
并计算了圆柱的振动响应、流体力、振动频率等.结果表明:圆柱为刚性时的计算模拟结果与相关文献的实验结果吻合良好; 在文中的研究条件下
串列双弹性圆柱具有屏蔽流的特征
涡脱落频率比刚性圆柱的大
其值主要取决于归一化阻尼而非间隙比; 流体从并列双弹性圆柱分离的涡是对称的
与并列双刚性圆柱相比其平均力系数略小
但由于流体诱导振动造成的脉动力系数较大
故流体诱导振动对并列圆柱的动态响应有重要的影响.研究结果为亚临界雷诺数范围内热交换器管束的复杂流体诱导振动等问题提供了一种可能的计算方法.
The flow-induced vibration of two independently moving tandem cylinders and two independently moving side-by-side cylinders is simulated by surface vorticity method with different spacing and reduced damping parameters. The computational results of the cylinder response
the fluid force and the vibration frequency are presented. The simulation results of the flow around rigid cylinders well coincide with the experimental ones in the literatures. The tandem case shows that the two flexible cylinders exhibit the characteristics of a shielded flow and a higher shedding frequency than that of rigid cylinders
which primarily depends on the damping parameter rather than spacing ratio. The side-by-side results indicate that the vortices shed from the two flexible cylinders are symmetrical and the average forces of flexible cylinders are slightly smaller than that of rigid cylinders while the fluctuation forces caused by flow-induced vibration are larger
hence the flow-induced vibration exerts significant influence on the dynamic response of the cylinders. The proposed method enables to simulate complex flow induced vibration occuring in heat exchanger tube bundles at sub-critical Reynolds number.
Liu Y, So R M C, Lau Y L, et al. Numerical studies of two side-by-side elastic cylinders in a cross-flow[J]. Journal of Fluids and Structures, 2001, 15(7): 1009-1030.
王沣浩,张联英,罗昔联.流体横掠波状圆柱的动特性研究[J].西安交通大学学报,2006,40(3):360-364.
Wang Fenghao, Zhang Lianying, Luo Xilian. Experimental investigation to dynamics of wavy cylinders in cross flow [J].Journal of Xi'an Jiaotong University, 2006,40(3):360-364.
王沣浩,姜歌东,罗昔联.一种基于表面涡方法的流体诱导管束振动计算模型[J].西安交通大学学报,2006,40(9):1109-1113.
Wang Fenghao, Jiang Gedong, Luo Xilian. A flow induced vibration model based on grid-free surface vorticity method[J].Journal of Xi'an Jiaotong University, 2006,40(9):1109-1113.
Slaouti A, Stansby P K. Forced oscillation and dynamics response of a cylinder in a current investigated by the vortex method[C]∥Proceedings of BOSS'94 Conference. Cambridge, USA: MIT, 1994: 645-654.
Zhou C Y, So R M C, Lam K. Vortex-induced vibrations of an elastic circular cylinder[J]. Journal of Fluids and Structures, 1999, 13(2):165-189.
Lam K, Chan Y F. A refined surface vorticity modeling of separated flow around a circular cylinder[C]∥Proceedings of the 1998 ASME Fluid Engineering Division Summer Meeting, FED-Vol.245. Washington: ASME, 1998: 21-23.
Lam K, So R M C, Li J Y. Flow around four cylinders in a square configuration using surface vorticity method[C]∥Proceedings of the Second International Conference on Vortex Methods. New York: Academic Press, 2001: 115-122.
Lewis R I. Vortex element methods for fluid dynamic analysis of engineering system[M]. Cambridge: Cambridge University Press, 1991: 113-178.
Ogami Y, Akamatsu T. Viscous flow simulation using the discrete vortex method — the diffusion velocity method[J]. Computers and Fluids, 1991, 9(3/4): 433-441.
Alam M M, Moriya M, Takai K, et al. Fluctuating fluid forces acting on two circular cylinders in a tandem arrangement at a subcritical Reynolds number[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2003, 91(1/2): 139-154.
Jendrzejczyk J A, Chen S S, Wambsganss M W. Dynamic response of a pair of circular cylinders subjected to liquid cross flow[J]. Journal of Sound and Vibration, 1979, 67(2): 263-273.
Bearman P W, Wadcock A J. The interaction between a pair of circular cylinders normal to a stream[J]. Journal of Fluid Mechanics, 1973, 61(3): 499-511.
0
浏览量
5
下载量
5
CSCD
关联资源
相关文章
相关作者
相关机构
京公网安备11010802024621