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Nonlinear interaction between underwater explosion bubble and structure based on fully coupled model

机译:基于完全耦合模型的水下爆炸泡沫和结构之间的非线性相互作用

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摘要

The interaction between an underwater explosion bubble and an elastic-plastic structure is a complex transient process, accompanying violent bubble collapsing, jet impact, penetration through the bubble, and large structural deformation. In the present study, the bubble dynamics are modeled using the boundary element method and the nonlinear transient structural response is modeled using the explicit finite element method. A new fully coupled 3D model is established through coupling the equations for the state variables of the fluid and structure and solving them as a set of coupled linear algebra equations. Based on the acceleration potential theory, the mutual dependence between the hydrodynamic load and the structural motion is decoupled. The pressure distribution in the flow field is calculated with the Bernoulli equation, where the partial derivative of the velocity potential in time is calculated using the boundary integral method to avoid numerical instabilities. To validate the present fully coupled model, the experiments of small-scale underwater explosion near a stiffened plate are carried out. High-speed imaging is used to capture the bubble behaviors and strain gauges are used to measure the strain response. The numerical results correspond well with the experimental data, in terms of bubble shapes and structural strain response. By both the loosely coupled model and the fully coupled model, the interaction between a bubble and a hollow spherical shell is studied. The bubble patterns vary with different parameters. When the fully coupled model and the loosely coupled model are advanced with the same time step, the error caused by the loosely coupled model becomes larger with the coupling effect becoming stronger. The fully coupled model is more stable than the loosely coupled model. Besides, the influences of the internal fluid on the dynamic response of the spherical shell are studied. At last, the case that the bubble interacts with an air-backed stiffened plate is simulated. The associated interesting physical phenomenon is obtained and expounded. Published by AIP Publishing.
机译:水下爆炸气泡与弹性塑料结构之间的相互作用是复杂的瞬态过程,伴随着剧烈的泡沫塌陷,喷射冲击,通过气泡穿透,以及大的结构变形。在本研究中,使用边界元方法建模泡沫动力学,并且使用显式有限元方法建模非线性瞬态结构响应。通过耦合用于流体和结构的状态变量的方程来建立新的完全耦合的3D模型,并用作一组耦合的线性代数方程来解决它们。基于加速势理论,对水动力负荷与结构运动之间的相互依赖性分离。利用Bernoulli等式计算流场中的压力分布,其中使用边界积分法计算速度电位的部分导数,以避免数值不稳定性。为了验证当前完全耦合模型,进行了加强板附近的小型水下爆炸的实验。高速成像用于捕获气泡行为,应变仪用于测量应变响应。在气泡形状和结构应变反应方面,数值结果与实验数据很好。通过松散耦合的模型和完全耦合模型,研究了气泡与中空球形壳之间的相互作用。气泡图案随不同的参数而变化。当完全耦合的模型和松散耦合模型具有相同的时间步进时,由松散耦合模型引起的误差随着耦合效应变得更大而变大。完全耦合模型比松散耦合模型更稳定。此外,研究了内部流体对球形壳体的动态响应的影响。最后,模拟了气泡与空气背衬的硬化板相互作用的情况。获得相关的有趣物理现象并阐述。通过AIP发布发布。

著录项

  • 来源
    《Physics of fluids》 |2017年第8期|共15页
  • 作者单位

    Harbin Engn Univ Coll Shipbldg Engn 145 Nantong St Harbin Peoples R China;

    Harbin Engn Univ Coll Shipbldg Engn 145 Nantong St Harbin Peoples R China;

    Harbin Engn Univ Coll Shipbldg Engn 145 Nantong St Harbin Peoples R China;

    Univ Birmingham Sch Math Birmingham W Midlands England;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 流体力学;
  • 关键词

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