海洋工程装备与技术 ›› 2026, Vol. 13 ›› Issue (1): 46-57.doi: 10.12087/oeet.2095-7297.2026.01.06

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内流作用下悬臂取水管动力响应特性研究

贾志超1, 2,刘明月1, 2,郭琳3   

  1. 1. 上海交通大学 海洋工程国家重点实验室,上海 200240;2. 上海交通大学 三亚崖州湾深海科技研究院,海南 三亚 572024;3. 中联重科矿山机械(长沙)有限公司,湖南 长沙 410000
  • 出版日期:2026-03-20 发布日期:2026-03-20
  • 作者简介:贾志超(2002—),硕士,主要从事双向流-固耦合、管道内流诱发的流致振动等方向的研究。
  • 基金资助:
    海南省科技计划三亚崖州湾科技城自然科学基金联合项目(2021JJLH0027)。

Study on the Dynamic Response Characteristics of a Cantilever Intake Pipe under Internal Flow

JIA Zhichao1, 2, LIU Mingyue1, 2, GUO Lin3   

  1. 1. State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai 200240, China; 2. Yazhou Bay Institute of Deepsea Science and Technology, Shanghai Jiao Tong University, Sanya 572024, Hainan, China; 3. Zoomlion Mining Machinery(Changsha) Co., Ltd., Changsha 410000, Hunan, China
  • Online:2026-03-20 Published:2026-03-20

摘要: 为研究内流作用下悬臂取水管的动力稳定性,采用流-固耦合 (FSI)开展数值研究,并与文献中的试验数据进行对比,以验证模型的准确性。结果表明,当内流速度超过临界值时,管道发生以一阶模态为主的颤振失稳,呈现大振幅颤振与小振幅抖振共存的复合振动模式。位移与应变分布在自由端振幅最大,近固定端应变能更高,且响应呈周期性波动,反映系统存在非稳态能量交换。流场分析揭示,取水管入口存在强烈吸入效应,伴随显著加速与降压,压降符合Kuiper修正负压范围。涡量场显示非对称涡结构随振动同步演化,可能诱发周期性侧向激励。相较于试验,采用双向流-固耦合的数值方法可实现全场、全时流-固耦合信息同步获取,突破测点局限,揭示流动分离、涡脱落与结构振动的能量传递路径,具备机理解析、参数可调与高分辨率等优势,弥补了试验研究的缺失信息,从而为进一步深入研究流致振动提供可能。

关键词: 悬臂管道, 内流作用, 动力响应, 流-固耦合, 颤振失稳

Abstract: To investigate the dynamic stability of cantilever intake pipes conveying internal flow, a bidirectional fluid-structure interaction (FSI) model was developed and validated against experimental data from literature. Results demonstrated that exceeding a critical flow velocity triggered first-mode flutter instability, characterized by hybrid vibrations combining large-amplitude flutter and small-amplitude buffeting oscillations. Displacement peaked at the free end while strain energy concentrated near the fixed end, with periodic fluctuations revealing unsteady fluid-structure energy exchange. Flow-field analysis identified intense suction at the inlet, inducing flow acceleration and pressure drop within the Kuiper-corrected negative-pressure range. Asymmetric vortex shedding synchronized with structural vibration was observed, potentially generating periodic lateral excitations. Compared to spatially sparse experimental measurements, the bidirectional FSI approach captured full-field, time-synchronous coupling data, elucidating energy transfer pathways from flow separation and vortex shedding to structural response. This methodology bridges experimental gaps through high-resolution field visualization and adjustable parameters, providing a robust foundation for advanced flow-induced vibration research.

Key words: cantilever pipe, internal flow, dynamic response, fluid-structure interaction, flutter instability

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