Nonplanar multi-modal vibrations of fluid-conveying risers under shear cross flows. (July 2019)

• Record Type: Journal Article
• Authors: Jiang, Tianli; Liu, Zhiyuan; Dai, Huliang; Wang, Lin; He, Fang
• Is Part Of: Applied ocean research. Volume 88(2019)
• Page Start: 187
• Page End: 209
• Publication Date: 2019-07
• Subjects: Pipe conveying fluid -- Vortex-induced vibration -- Shear cross flow -- Wake oscillator -- Nonplanar vibration; Ocean engineering -- Periodicals; 620.416205
• DOI: 10.1016/j.apor.2019.03.015
• Languages: English
• ISSNs: 0141-1187

Abstract

Abstract: Risers/pipes conveying fluid are a typical kind of slender structures commonly used in marine engineering. It is of great academic significance and application value for us to evaluate and understand the vibration characteristics and nonlinear responses of these risers under the combined action of internal and external fluid flows. In this paper, the nonplanar vibrations and multi-modal responses of pinned-pinned risers in shear cross flow are numerically studied. With this objective in mind, the van der Pol wake oscillators are used to simulate the dynamical behavior of the vortex shedding in the wake. Two nonlinear equations of motion of the riser are proposed to govern the lateral responses of the riser structure. The nonplanar nonlinear equations for the riser and wake are then discretized by employing Galerkin's method and solved by using a fourth-order Runge–Kutta integration algorithm. Theoretical results show that the coupled frequencies for cross-flow (CF) and in-line (IL) motions and the corresponding coupled damping ratio could be influenced by the external and/or internal fluid velocities. Based on extensive calculations, the dynamical behavior of the riser with various internal and external flow velocities are presented in the form of bifurcation diagrams, time traces, phase portraits, oscillation trajectories and response spectrum curves. It is shown that some interesting dynamical phenomena, such as 'lock-in' state, 'figure-of-eight' trajectory and quasi-periodic oscillation, could occur in such a fluid-structure interaction system. Our results also demonstrate that the shear parameter can significantly affect the dynamic responses of the riser. When the shear parameter of the cross flow is large, multi-modal quasi-periodic responses of the riser can be excited, showing some new features undetected in the system of fluid-conveying risers in uniform cross flow.