Nikhilesh Tumuluru Ramesh , Serhiy Yarusevych , Chris Morton
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引用次数: 0
Abstract
The transient response of an elastically-mounted rigid cylinder released from rest in a steady freestream is investigated experimentally through simultaneous displacement and two-component velocity field measurements in conjunction with force estimation. The Reynolds number is maintained constant at 4,400, while the reduced velocity is varied between 4.5 and 11.5. The amplitude response indicates distinct transient behavior across all response branches, including a notable amplitude overshoot in the initial branch and continuous amplitude growth to quasi-steady state in the upper and lower branches. Following cylinder release, forcing is shown to transition from purely von Kármán frequency to nonlinear forcing, and comparisons to a linear oscillator show key differences in system behavior during this transition. Following lock-in, the time taken to attain quasi-steady state increases, while the maximum amplitude growth rate decreases with . The observed differences in the transient amplitude growth rate are linked to distinct changes in the forcing characteristics, primarily driven by the phase difference between forcing and cylinder displacement. The presented analysis of the transient flow development reveals a close relationship between the timing of vortex shedding and the forcing phase difference. Additionally, the mechanisms underlying the transition from initial von Kármán shedding to quasi-steady lock-in behavior, highlighted by notable changes in wake characteristics, are identified for transients in each response branch.
期刊介绍:
The Journal of Fluids and Structures serves as a focal point and a forum for the exchange of ideas, for the many kinds of specialists and practitioners concerned with fluid–structure interactions and the dynamics of systems related thereto, in any field. One of its aims is to foster the cross–fertilization of ideas, methods and techniques in the various disciplines involved.
The journal publishes papers that present original and significant contributions on all aspects of the mechanical interactions between fluids and solids, regardless of scale.