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现代隧道技术 2025, Vol. 62 Issue (1) :92-102    DOI:
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基于CFD的多车道宽幅悬浮隧道管体涡激振动特性研究
(长沙理工大学土木工程学院,长沙 410114)
Study on the Vortex-induced Vibration Characteristics of Multi-lane Wide-section Submerged Floating Tunnels Based on CFD
(School of Civil Engineering, Changsha University of Science & Technology, Changsha 410114)
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摘要 为研究悬浮隧道适宜于安全通行的多车道宽幅截面在水环境中的涡激振动特性,采用CFD软件Fluent建立宽幅截面的单自由度(1-DOF)与双自由度(2-DOF)涡激振动数值模型,探讨椭圆形、圆端形、八边形3类宽幅截面的横向振幅、升力系数幅值、阻力系数均值随洋流约化速度变化的分布规律。以圆端形截面为例,分析不同约化速度下结构涡激振动的时程曲线与尾涡脱落模式,以及质量比、阻尼比与宽幅截面涡振特性的对应关系。结果表明:3类宽幅截面横向振幅、升力系数幅值与阻力系数均值变化规律相似,圆端形截面涡振效应最为显著。涡振锁定区间内截面横向位移及升/阻力系数均达到极值,尾涡为2P脱落模式,锁定区间外的均很小,尾涡为2S脱落模式。质量比、阻尼比较小时涡激效应十分显著,当质量比处于某些特定范围时将观测到“拍”振现象。基于2-DOF模型的数值模拟结果稍大于基于1-DOF模型的结果,且尾涡脱落呈现“8”字形与椭圆形轨迹叠加等复杂多变的模式。
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易壮鹏 王申奥 唐新超 陈志威
关键词悬浮隧道   多车道宽幅截面   涡激振动   尾涡脱落   CFD数值模拟     
Abstract: To study the vortex-induced vibration (VIV) caused by current flow for the multi-lane wide section sub? merged floating tunnel (SFT) under water environment, which is suitable for traffic and safety needs, two numerical models for the wide cross-section with one-degree-of-freedom (1-DOF) and two-degree-of-freedom (2-DOF)were respectively established by using the Computational Fluid Dynamics (CFD) software Fluent. The distribution patterns of transverse displacement amplitude, lift coefficient amplitude, and mean drag coefficient versus the reduced current velocity for three types of wide sections (i.e., elliptical, round-end, octagonal section) are explored. By taking the round-end section as example, the time history curves and wake vortex shedding modes of the VIV under different reduced velocities, as well as the relations between the mass ratio, damping ratio and VIV characteristics of this type of wide section, were analyzed. The results show that the variation patterns of the transverse displacement amplitude, lift coefficient amplitude, and mean drag coefficient of these three types of wide sections are similar, and the VIV effects of the round-end section is the most significant. The transverse displacement and lift/drag coefficients within the locking range reach their extreme values and the wake vortex is in the“2P”mode, while those out? side the locking range are very small and the wake vortex is in the“2S”mode. The VIV effects are remarkable if the mass ratio and damping ratio are small, and a "beat" phenomenon was observed when the mass ratio was within a specific range. The numerical results based on the 2-DOF model are slightly larger than those based on the 1-DOF model, and the wake vortex shedding exhibits complex and variable patterns such as superimposed "8" shape and elliptical trajectories.
KeywordsSubmerged floating tunnel,   Multi-lane wide section,   Vortex-induced vibration,   Wake vortex shedding,   CFD numerical simulation     
基金资助:国家自然科学基金资助项目(52278139, 52278141);湖南省自然科学基金(2022JJ30612).
作者简介: 易壮鹏(1979-),男,博士,教授,博士生导师,主要从事悬浮隧道工程领域的相关科研与教学工作,E-mail:yizhuangpeng@163.com.
引用本文:   
易壮鹏 王申奥 唐新超 陈志威 .基于CFD的多车道宽幅悬浮隧道管体涡激振动特性研究[J]  现代隧道技术, 2025,V62(1): 92-102
YI Zhuangpeng WANG Shen'ao TANG Xinchao CHEN Zhiwei .Study on the Vortex-induced Vibration Characteristics of Multi-lane Wide-section Submerged Floating Tunnels Based on CFD[J]  MODERN TUNNELLING TECHNOLOGY, 2025,V62(1): 92-102
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