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首页> 外文期刊>Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment >The dynamics and stability of circular cylindrical shells containing and submerged in flowing fluid using a higher order boundary element method
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The dynamics and stability of circular cylindrical shells containing and submerged in flowing fluid using a higher order boundary element method

机译:使用高阶边界元方法的包含和浸没在流动流体中的圆柱壳的动力学和稳定性

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This paper presents a higher order, three-dimensional boundary element method for investigating the dynamics and stability of elastic structures containing and/or submerged in flowing fluid. The method developed can be applied to any shape of elastic structures partially or completely in contact with fluid. In the mathematical model, it is assumed that the fluid is ideal (i.e. inviscid, incompressible and its motion is irrotational). The fluid–structure interaction forces are calculated using the higher order boundary element method, and the finite element method is employed for the structural analysis. In this study, it is assumed that the elastic structure vibrates in its in vacuo modes when it is in contact with flowing fluid, and that each mode gives rise to a corresponding surface pressure distribution on the wetted surface of the structure. The in vacuo dynamic properties of the dry elastic structure are obtained by using standard finite element software. In the wet part of the analysis, the wetted surface of the elastic structure is idealized by using appropriate boundary elements, referred to as hydrodynamic panels. Over each hydrodynamic panel, higher order distributions (linear and quadratic) are adopted in the present study in order to obtain a better convergence, in contrast to Uğurlu and Ergin (2006) assuming constant distribution over each hydrodynamic panel. The fluid–structure interaction forces are calculated in terms of the generalized added mass coefficients, generalized Coriolis fluid force coefficients, and generalized centrifugal fluid force coefficients. To assess the influence of flowing fluid and end support conditions (e.g. simply supported ends, clamped ends, and cantilever cylindrical shell) on the dynamic response behaviour and stability of the cylindrical shells, the non-dimensional wet frequencies and associated vibration modes are presented as a function of the non-dimensional axial flow velocity, and the calculations compare well with the analytical solutions found in the open literature.
机译:本文提出了一种高阶三维边界元方法,用于研究包含和/或浸没在流动流体中的弹性结构的动力学和稳定性。所开发的方法可以应用于部分或完全与流体接触的任何形状的弹性结构。在数学模型中,假设流体是理想的(即无粘性,不可压缩且其运动是无旋转的)。流体与结构的相互作用力是使用高阶边界元法计算的,而有限元法则用于结构分析。在这项研究中,假设弹性结构在与流动的流体接触时以真空模式振动,并且每种模式都会在结构的湿润表面上产生相应的表面压力分布。通过使用标准的有限元软件可以获得干弹性结构的真空动力学特性。在分析的湿部分中,通过使用适当的边界元素(称为流体动力面板)将弹性结构的湿表面理想化。在每个研究中,为了获得更好的收敛性,在本研究中采用了更高阶的分布(线性和二次分布),这与Uğurlu和Ergin(2006)假设在每个研究流体上均具有恒定分布相反。根据广义的附加质量系数,广义的科里奥利流体力系数和广义的离心流体力系数来计算流固耦合力。为了评估流动流体和端部支撑条件(例如,简单支撑的端部,夹紧的端部和悬臂式圆柱壳)对圆柱壳的动态响应行为和稳定性的影响,将无量纲的湿频率和相关的振动模式表示为该函数是无量纲轴向流速的函数,其计算结果与公开文献中的解析解相比较。

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