上海交通大学学报

上海交通大学学报 >

2023 , Vol. 57 >Issue 11: 1400 - 1409

DOI: https://doi.org/10.16183/j.cnki.jsjtu.2022.133

船舶海洋与建筑工程

低雷诺数变截面细长柔性结构流固耦合能量交换特征分析

  • 邓秀兵 ,
  • 于曰旻 ,
  • 庞玺源
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  • 1.浙江省水利水电勘测设计院有限责任公司,杭州 310000
    2.海南大学 土木建筑工程学院, 海口 570228
    3.上海交通大学 船舶海洋与建筑工程学院,上海 200240
邓秀兵(1981-),高级工程师,主要从事道桥设计研究,电话(Tel.):0571-87422943;E-mail:dengxiubing@foxmail.com.

收稿日期: 2022-04-29

  修回日期: 2022-07-04

  录用日期: 2022-07-12

  网络出版日期: 2023-02-17

基金资助

海南省自然科学基金(519MS026)

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Analysis of Fluid-Structure Coupling Energy Transfer Characteristics Slender Structure with Variable Cross-Section at Low Reynolds Number

  • Xiubing DENG ,
  • Yuemin YU ,
  • Xiyuan PANG
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  • 1. Zhejiang Design Institute of Water Conservancy and Hydro-Electric Power Co., Ltd., Hangzhou 310000, China
    2. School of Civil and Architectural Engineering, Hainan University, Haikou 570228, China
    3. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China

Received date: 2022-04-29

  Revised date: 2022-07-04

  Accepted date: 2022-07-12

  Online published: 2023-02-17

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摘要

波浪形变截面柱体结构具有良好的流动减阻特性,然而尚不清楚这种变截面柔性结构的流致振动特性.基于高精度谱单元法建立了细长柔性结构的流固耦合力学模型和高精度算法,对在低速均匀流作用和驻波初始动力激励下的流致振动机理进行了数值分析,阐明了波浪形细长柔性结构的尾流特性、结构动力响应特性、能量传递规律、涡脱频率的展向变化特征,也对减阻、减振机理进行了初步探讨.数值模拟结果表明,在合适截面扰动波高下波浪形变截面柔性结构能够大幅抑制涡激振动响应,并发现在波浪形细长结构两侧形成的特殊涡结构会稳定绕流剪切层,拉长涡旋形成区长度,从而降低尾流结构与结构的流固耦合效应,抑制涡激振动响应.

关键词： 波浪形截面; 流致振动; 细长柔性结构

本文引用格式

邓秀兵 , 于曰旻 , 庞玺源 . 低雷诺数变截面细长柔性结构流固耦合能量交换特征分析[J]. 上海交通大学学报, 2023 , 57(11) : 1400 -1409 . DOI: 10.16183/j.cnki.jsjtu.2022.133

Abstract

The wavy deformed cross-section cylindrical structure has excellent properties of drag reduction in fluid flow, but the flow-induced vibration characteristics of flexible structure with such variable cross-section are still unclear. In this paper, based on the high-performance spectral element method, a fluid-structure coupled mechanistic model and a numerical algorithm for slender structures are established. The wake characteristics, structural dynamic responses, energy transfers, and spanwise variations of vortex shedding frequencies are discussed. The numerical simulation results show that slender structure with the wavy-deformed cross-section can greatly suppress the vortex-induced vibration response at an appropriate cross-section disturbance wave height, and the special vortex structure formed on both sides of the wavy-shaped slender structure can stabilize the flow around the shear layer and elongate the vortex formation length, thereby reducing the fluid-structure coupling effect between the wake structure and the slender structure, and suppressing the vortex-induced vibration response.

Key words： wavy cross-section; fluid-induced vibration; slender structure

参考文献

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