悬浮隧道锚索涡激振动影响因素分析
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国家自然科学基金(10972186);中央高校基本科研业务专项基金(SWJTU11ZT33);教育部创新团队发展计划(IRT0955)


Parametric Analysis of the Cable's Vortex-Induced Vibration of Submerged Floating Tunnel
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    摘要:

    将锚索运动简化为弹簧质量阻尼系统,锚索周围流场采用RSM(Reynolds Stress Model)结合增强的壁面函数模型计算,利用四阶Runge-Kutta法计算锚索振动方程,并将程序写入FLUENT软件进行流固耦合分析。讨论了锚索质量比、阻尼比、是否考虑流向运动和来流速度对锚索涡激振动的影响,主要结论有:质量比对锚索横向涡激振动幅值影响很小,对约化速度范围影响较大;阻尼比对约化速度范围影响很小,对锚索涡激振动幅值影响较大;在低质量比的情况下,考虑锚索流向运动时,涡激振动幅值比不考虑时偏大。

    Abstract:

    The cable's motion was modeled by a spring-mass-damper system. The flow field was calculated by RSM combined with the enhanced wall function model and the vibration equation of the cable was solved by the Four Step Runge-Kutta Algorithm, which was written into FLUENT software to be analyzed. It was adopted to analyse the factors influencing vortex-induced vibration of submerged floating tunnel cable, such as mass ratio, damping ratio of the cable and whether to consider streamline movement. The main conclusion included: mass ratio has little influence on the transverse vortex induced vibration amplitude of the cable, but has a big influence on the region of the reduced velocity; damping ratio almost has little influence on the region of the reduced velocity of cable's viv, but has an influence on the cable's vibration amplitude significantly; In the case of low-mass ratio, considered the impact of the cable streamline movement, the transverse vortex-induced vibration amplitude is bigger than not considered the case.

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罗刚,周晓军,王爽.悬浮隧道锚索涡激振动影响因素分析[J].土木与环境工程学报(中英文),2013,35(3):51-56. Luo Gang, Zhou Xiaojun, Wang Shuang. Parametric Analysis of the Cable's Vortex-Induced Vibration of Submerged Floating Tunnel[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2013,35(3):51-56.10.11835/j. issn.1674-4764.2013.03.008

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  • 在线发布日期: 2013-06-07
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