Strathprints logo
Strathprints Home | Open Access | Browse | Search | User area | Copyright | Help | Library Home | SUPrimo

Multi-mode interactions in vortex-induced vibrations of flexible curved/straight structures with geometric nonlinearities

Srinil, N. (2010) Multi-mode interactions in vortex-induced vibrations of flexible curved/straight structures with geometric nonlinearities. Journal of Fluids and Structures, 26 (7-8). pp. 1098-1122. ISSN 0889-9746

[img] PDF (JFSNSrinil)
JFS2010_N_Srinil.pdf

Download (3MB)

Abstract

A general low-order fluid-structure interaction model capable of evaluating the multi-mode interactions in vortex-induced vibrations of flexible curved/straight structures is presented. Cross-flow motions due to unsteady lift forces of inclined sagged cables and tensioned beams in uniform currents are investigated. In contrast to a linear equation governing the transverse motion of straight beams or cables typically considered in the literature, coupled horizontal/vertical (axial/transverse) displacements and geometric nonlinearities of curved cable (straight beam) are accounted for. A distributed nonlinear wake oscillator is considered in the approximation of space-time varying hydrodynamics. This semi-empirical fluid force model in general depends on the mass-damping parameter and has further been modified to capture both the effects of varying initial curvatures of the inclined cylinder and the Reynolds number. Numerical simulations are performed in the case of varying flow velocities and parametric results highlight several meaningful aspects of vortex-induced vibrations of long flexible cylinders. These comprise multi-mode lock-in, sharing, switching and interaction features in the space and time domains, the estimated maximum modal and total amplitudes, the resonant nonlinear modes of flexible cylinders and their space-time modifications, and the influence of fluid/structure parameters. A shortcoming of single-mode or linear structural model is underlined. Some quantitative and qualitative comparisons of numerical/experimental results are discussed to demonstrate the validity and required improvement of the proposed modelling and analysis predictions.

Item type: Article
ID code: 28906
Keywords: vortex-induced vibration, distributed wake oscillator, flexible cylinder, multi-mode interaction, geometric nonlinearities, inclined sagged cable, tensioned beam, Mechanical engineering and machinery, Naval architecture. Shipbuilding. Marine engineering, Mechanical Engineering
Subjects: Technology > Mechanical engineering and machinery
Naval Science > Naval architecture. Shipbuilding. Marine engineering
Department: Faculty of Engineering > Naval Architecture and Marine Engineering
Depositing user: Mr Alan Slevin
Date Deposited: 18 Nov 2010 10:39
Last modified: 21 May 2015 12:44
URI: http://strathprints.strath.ac.uk/id/eprint/28906

Actions (login required)

View Item View Item