Vortex-induced vibration of stay cable under
profile velocity using CFD numerical simulation method

doi:10.1007/s11709-009-0060-z

Front. Struct. Civ. Eng.

2009, Vol. 3

Issue (4) : 357-363 https://doi.org/10.1007/s11709-009-0060-z

Research articles

Vortex-induced vibration of stay cable under profile velocity using CFD numerical simulation method

Wenli CHEN,Hui LI,

School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China;

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Abstract Vortex-induced vibration (VIV) of a stay cable subjected to a wind profile is numerically simulated through combining computational fluid dynamics (CFD) code CFX 10.0 and computational structural dynamics (CSD) code ANSYS 10.0. A stay cable with the inclined angle of 30° is used as the numerical model. Under a profile of mean wind speed, unsteady aerodynamic lift coefficients of the cable have been analyzed in both time domain and frequency domain when VIV occurs. The results indicate that the lift coefficient wave response of the stay cable under a wind profile is different from that of an infinitely long cable under a uniform flow in water (i.e., without consideration of profile) obtained by direct numerical simulation. Cable oscillations can severely affect the unsteady aerodynamic frequencies, change flow field distribution near the cable and affect the vortex shedding in the wake.

Keywords stay cable fluid-structure interaction numerical simulation vortex-induced vibration

Issue Date: 05 December 2009

Cite this article:

Wenli CHEN,Hui LI. Vortex-induced vibration of stay cable under profile velocity using CFD numerical simulation method[J]. Front. Struct. Civ. Eng., 2009, 3(4): 357-363.

URL:

https://academic.hep.com.cn/fsce/EN/10.1007/s11709-009-0060-z
https://academic.hep.com.cn/fsce/EN/Y2009/V3/I4/357

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