首页|固液两相混合内流激发管道振动失稳特性研究

固液两相混合内流激发管道振动失稳特性研究

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该文基于动量守恒原理,引入滑移模型,建立了固液两相混合内流激发提升管振动失稳控制模型。利用简谐微分求积(Harmonic differential quadrature,HDQ)方法求解振动控制方程,分析了均布和非均布网格耦合边界端点平移的网格布置策略对HDQ方法求解精度的影响,结果表明:固液两相流体与单相流体激发的管道振动特性有明显差异;在固支-弹性约束边界条件下,一阶临界流速随着固相颗粒输送浓度和粒径的增加而增加,二阶临界流速反而减小,一、二阶临界频率均增大;输送浓度对临界流速和频率的影响明显,但对颗粒粒径的影响程度十分有限。
Study on Vibration Instability Characteristics of Pipe Conveying Solid-Liquid Two-phase Mixed Internal Flow
In this paper,a two-phase solid-liquid mixed internal flow induced vibration instability governing model for the lifting pipe is established,based on the conservation of momentum and the introduction of a slip model.The vibration governing equation is solved using the harmonic differential quadrature(HDQ)method,and the influence of the grid arrangement strategy of homogeneous and non-homogeneous grids coupled with boundary end-point translation on the solution accuracy of the HDQ method is analyzed.The results show that the vibration characteristics of pipes induced by solid-liquid two-phase flow are significantly different from those induced by single-phase flow.Under the clamped-free boundary condition,the first-order critical velocity increases with the solid particle conveying concentration and size increasing,while the second-order critical velocity decreases instead.Both the first and second order critical frequencies increase as conveying concentration and size increases.The effect of conveying concentration on the critical velocity and frequency is significant,with particle size having a very limited degree of influence.

Solid-liquid two-phaseMixed internal flowPipe instabilityHarmonic differential quadrature methodGrid arrangement

周顶昌、马永奇、尤云祥、陈伟、冯爱春

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上海交通大学海洋工程国家重点实验室,上海 200240

上海交通大学船舶海洋与建筑工程学院,上海 200240

上海交通大学三亚崖州湾深海科技研究院,三亚 572000

海南大学海洋科学与工程学院,海口 570228

海南大学南海海洋资源利用国家重点实验室,海口 570228

武汉第二船舶设计研究所,武汉 430205

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固液两相 混合内流 管道失稳 简谐微分求积方法 网格布置

三亚崖州湾科技城科技专项资助三亚市科技工业信息化局

SCKJ-JYRC-2023-532022KJCX97

2024

水动力学研究与进展A辑
中国船舶科学研究中心

水动力学研究与进展A辑

CSTPCD北大核心
影响因子:0.594
ISSN:1000-4874
年,卷(期):2024.39(2)
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