考虑流固耦合的管内压力波传递特性分析

李帅军;柳贡民;陈浩

振动与冲击 ›› 2012, Vol. 31 ›› Issue (24) : 177-182.

PDF(1700 KB)
PDF(1700 KB)
振动与冲击 ›› 2012, Vol. 31 ›› Issue (24) : 177-182.
论文

考虑流固耦合的管内压力波传递特性分析

  • 李帅军,柳贡民,陈浩
作者信息 +

Pressure wave propagation characteristics analysis in fluid-filled pipes with fluid–structure interaction

  • Li Shuai-jun,Liu Gong-min,Chen Hao
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摘要

考虑流体的科氏力、离心力以及迁移力,导出直管14方程的流固耦合模型,建立不同管段间的角度转换矩阵和流体压力波透射边界的传递矩阵,并验证了该模型及算法的正确性。通过改变介质参数、流体边界条件以及管段间的夹角,对流固耦合作用下的管内压力波传递特性的影响规律及其特征进行了分析和研究。结果表明,由于流固耦合的作用,即使流体在透射边界时,弹性管内亦会出现一定的驻波,且管内介质及管道属性越相近,驻波现象越明显;流固耦合对压力波的影响在流体为“绝对硬”边界时达到最大;当管道强制流体改变运动方向时,由于Burdon耦合的作用,使得压力波的频域响应共振峰增多,并且这些新增的共振峰受转角影响更为明显。

Abstract

Considering the Coriolis force, Centrifugal force and migration force, a 14-equations model of fluid-structure interaction is established. Angle conversion matrix between different pipes and the transfer matrix algorithm for the fluid pressure wave non-reflected boundary condition are established, and then the models and algorithms were validated by numerical examples. Furthermore, the influence laws and characteristics of fluid parameters, boundary condition and angle between the two pipes on the pressure wave transmission characteristics and dynamic response are analyzed and summarized in detail. It is found that the " standing wave" phenomenon occurs due to FSI, which is larger when fluid and pipe attribute more similar; The density of the pressure wave spectrum diagram achieve maximum in rigid boundary, showing the more severity of coupled vibration; Several pressure wave resonance peaks are increased when the angle between different pipes appears as a result of the Burdon coupling, and this peaks are more easily influenced by the angle.

关键词

流固耦合 / 传递矩阵 / 压力波 / 传递特性

Key words

Fluid-structure interaction / Transfer matrix method / Pressure wave / Propagation characteristic

引用本文

导出引用
李帅军;柳贡民;陈浩. 考虑流固耦合的管内压力波传递特性分析[J]. 振动与冲击, 2012, 31(24): 177-182
Li Shuai-jun;Liu Gong-min;Chen Hao. Pressure wave propagation characteristics analysis in fluid-filled pipes with fluid–structure interaction[J]. Journal of Vibration and Shock, 2012, 31(24): 177-182

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