Experimental study on vortex-induced vibrations of a circular cylinder elastically supported by realistic nonlinear springs: Vibration response

IF 3.4 2区 工程技术 Q1 ENGINEERING, MECHANICAL
Yawei Zhao , Zhimeng Zhang , Chunning Ji , Weilin Chen , Jiahang Lv , Hanghao Zhao
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Abstract

This study presents an experimental investigation into the vortex-induced vibrations (VIV) of a single circular cylinder supported by various nonlinear springs. Unlike previous studies focused on systems satisfying the Duffing equation, this study explores a realistic scenario with nonlinear restoring forces derived from different magnet configurations. Experiments were conducted in a low-speed circulating water flume across a Reynolds number range of Re = 232-20930, a mass ratio (m*) ranging from 3.39 to 5.55, and a nonlinear strength coefficient (λ) from -1.48 to 1.70. The results demonstrated that predicted nonlinear VIV amplitudes using linear VIV data align well with experimental observations, validating the applicability of the prediction theory (Mackowski and Williamson, PoF, 2013) to general nonlinear systems. An equivalent reduced velocity (Ueq) was introduced to rescale vibration responses, effectively collapsing the envelopes for linear and hardening nonlinear systems, although shifts to higher Ueq values were observed for softening systems. A detailed analysis of the nonlinear coefficient's impact on VIV characteristics, including amplitude, frequency, phase lag, and displacement history, identified four distinct VIV response groups: softening, weak hardening, intermediate hardening, and strong hardening nonlinear VIV. A notable finding is the presence of two lock-in regions in nonlinear VIV responses, characterized by superharmonic synchronization, and multiple-value sections and gaps in vibration envelopes at specific transitions. These behaviors are attributed to variations in the natural frequency (fn(A*)) with vibration amplitude. This study provides valuable insights into the complex dynamics of general nonlinear VIV, offering a foundation for future research and practical applications.
实际非线性弹簧弹性支撑圆柱涡激振动的实验研究:振动响应
本文对不同非线性弹簧支承的单圆柱涡激振动进行了实验研究。不同于以往的研究集中在满足Duffing方程的系统上,本研究探索了一个具有非线性恢复力的现实场景,这些力来自不同的磁铁结构。实验在低速循环水水槽中进行,雷诺数Re = 232 ~ 20930,质量比m*为3.39 ~ 5.55,非线性强度系数λ为-1.48 ~ 1.70。结果表明,使用线性VIV数据预测的非线性VIV振幅与实验观测结果很好地吻合,验证了预测理论(Mackowski和Williamson, PoF, 2013)对一般非线性系统的适用性。引入等效降速(Ueq)来重新调整振动响应,有效地压缩了线性和硬化非线性系统的包络层,尽管在软化系统中观察到更高的Ueq值。详细分析了非线性系数对涡激振动特性的影响,包括振幅、频率、相位滞后和位移历史,确定了四种不同的涡激振动响应组:软化、弱硬化、中等硬化和强硬化非线性涡激振动。一个值得注意的发现是,非线性激振响应中存在两个锁定区域,其特征是超谐波同步,以及在特定过渡时振动包络中的多值部分和间隙。这些特性归因于固有频率(fn(A*))随振动幅值的变化。本研究为研究一般非线性涡激振动的复杂动力学提供了有价值的见解,为今后的研究和实际应用奠定了基础。
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来源期刊
Journal of Fluids and Structures
Journal of Fluids and Structures 工程技术-工程:机械
CiteScore
6.90
自引率
8.30%
发文量
173
审稿时长
65 days
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.
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