The vortex-induced vibration of a circular cylinder with helical grooves

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL
Xiangjun Wang , Yin Zhu , Hubin Yan , Peng Hu , Yan Han
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Abstract

A novel approach utilizing helical grooves is proposed to suppress the vortex-induced vibration of a circular cylinder. Initially, the influence of the depth, width and pitch of the helical grooves on the aerodynamic coefficients of a stationary rigid circular cylinder is numerically investigated at Re6.8×104, where Re denotes the Reynolds number based on the cylinder diameter and the incoming flow velocity. Owing to the disturbance of the helical grooves, the spanwise convection in the wake is enhanced and the spanwise correlations of the pressure and vortices are reduced, so that the alternate shedding of vortices in the wake is suppressed. Therefore, the aerodynamic coefficients on the cylinder are reduced. With the optimal parameters, the average drag coefficient, Cdmean, is reduced by more than 33%, and the root-mean-square value of the lift coefficient, Clrms, is decreased by over 92%. For a spring-mounted cylinder with one-degree-of-freedom vibrations, the helical grooves can maximally reduce the amplitude of the VIV of a cylinder by up to 94.4%, Additionally, they can completely eliminate the frequency lock-in phenomenon. Then, the stable negative aerodynamic stiffness and damping cannot be maintained, thereby effectively suppressing the VIV.

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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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