考虑碰撞的低间隙比串联圆柱流激振动数值研究

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL
Guosheng Qi , Xiangxi Han , Junlong Su , Di Ren , Zhanbin Meng , Jian Gu , Youhong Tang , Zekun Hu , Weidong Ruan
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引用次数: 0

摘要

本文采用超置网格法对两个参数相同的串联弹性支承圆柱进行数值模拟,分析了两自由度流激振动问题。本研究建立了考虑两串列圆柱与FIV碰撞的模型,系统分析了两串列圆柱在0.5D、1.0D和1.5D不同间隙时的FIV响应、流体动力特性和尾流脱落模式。两个串联圆柱的2 DOF FIV的临界碰撞间隙为1.6D。在各初始间隙比下,上游圆柱的流向振幅在较低的减速速度下(Ur≤8.0)与孤立圆柱的流向振幅基本吻合,而在较高的减速速度下(Ur >8.3),上游圆柱的流向振幅显著增大。此外,下游圆柱达到最大横向振幅时的减速速度超过了孤立圆柱的减速速度。当初始间隙比较大(G = 1.0D, 1.5D)时,上下游气缸的横向振动频率比与隔离气缸接近。然而,频率比fy/fn = 1.3时的减速速度比孤立汽缸壳体更大,并且随着初始间隙比的减小,延迟效应更加明显。上游气缸仅在较小的减速速度(Ur≤7.0)和较大的间隙比(G/D = 1.0, 1.5)下呈现8图振动轨迹。然而,在本研究考虑的减速速度和间隙比范围内,下游圆柱呈现混沌振动轨迹。当初始间隙为G = 0.5D时,随着减速速度的增加,上下游气缸之间的碰撞频率和碰撞力均增加。随着初始间隙比的增大,两气缸的碰撞频率减小,碰撞力减小。两圆柱体的流型主要为剪切层再附着流型和小初始间隙比下剪切层嵌入流型。随着初始间隙比的增大,同步间隙涡脱落流型逐渐占据主导地位。当初始间隙G = 0.5D时,上下游圆柱尾流脱落模式基本为2S。当初始间隙G = 1.5D时,上下游圆柱体均可形成2T尾流涡脱落模式的超上支,下游圆柱体最大横向幅值达到1.73 3d。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical investigation of flow-induced vibrations in two tandem circular cylinders at low gap ratios with considering collisions
In this study, two tandem elastically supported cylinders with the same parameters undergo numerical simulations using the overset grid method to analyze flow-induced vibrations (FIVs) with two degrees of freedom (2DOF). This study presents a model that can consider the collision of two tandem circular cylinders with FIVs in order to systematically analyze the FIV response, hydrodynamic characteristics, and wake vortex shedding patterns of two tandem circular cylinders with varying gaps of 0.5D, 1.0D, and 1.5D. The critical collision gap was found to be 1.6D for the 2 DOF FIV of two tandem circular cylinders. ​At each initial gap ratio, the streamwise amplitude of the upstream cylinder closely matches that of the isolated cylinder at lower reduced velocities (Ur ≤8.0), but increases significantly at higher reduced velocities (Ur >8.3). Furthermore, the reduced velocity at which the downstream cylinder reaches its maximum transverse amplitude exceeds that of the isolated cylinder. For the large initial gap ratios (G = 1.0D, 1.5D), the transverse vibration frequency ratios of the upstream and downstream cylinders are close to those of the isolated cylinder. However, the reduced velocity at frequency ratio fy/fn equal to 1.3 is larger compared to the isolated cylinder case, and the delay effect becomes more noticeable as the initial gap ratio decreases. The upstream cylinder presents a figure 8 vibration trajectory only for small reduced velocities (Ur ≤7.0) and large gap ratios (G/D = 1.0, 1.5). However, in the range of reduced velocity and gap ratio considered in this study, the downstream cylinder exhibits chaotic vibration trajectories. For an initial gap of G = 0.5D, both the collision frequency and collision force between the upstream and downstream cylinders increase with increasing reduced velocities. As the initial gap ratio increases, the collision frequency and the collision force of the two cylinders decrease. The flow patterns of the two cylinders are mainly the shear layer reattachment flow pattern and the shear layer embedding flow pattern at small initial gap ratio. With the increase of the initial gap ratio, the synchronized gap vortex shedding flow pattern gradually occupies the dominant position. When the initial gap G = 0.5D, the wake vortex shedding patterns of the upstream and downstream cylinders are essentially 2S. When the initial gap G = 1.5D, both upstream and downstream cylinders can form super upper branches with 2T wake vortex shedding pattern, and the maximum transverse amplitude of the downstream cylinder reaches 1.73D.
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来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
期刊介绍: This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.
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