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Rigid-Object Water-Entry Impact Dynamics: Finite-Element/Smoothed Particle Hydrodynamics Modeling and Experimental Validation

机译:刚体进入水的冲击动力学:有限元/光滑颗粒流体动力学建模和实验验证

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摘要

A numerical study on the dynamic response of a generic rigid water-landing object (WLO) during water impact is presented in this paper. The effect of this impact is often prominent in the design phase of the re-entry project to determine the maximum force for material strength determination to ensure structural and equipment integrity, human safety and comfort. The predictive capability of the explicit finite-element (FE) arbitrary Lagrangian-Eulerian (ALE) and smoothed particle hydrodynamics (SPH) methods of a state-of-the-art nonlinear dynamic finite-element code for simulation of coupled dynamic fluid structure interaction (FSI) responses of the splashdown event of a WLO were evaluated. The numerical predictions are first validated with experimental data for maximum impact accelerations and then used to supplement experimental drop tests to establish trends over a wide range of conditions including variations in vertical velocity, entry angle, and object weight. The numerical results show that the fully coupled FSI models can capture the water-impact response accurately for all range of drop tests considered, and the impact acceleration varies practically linearly with increase in drop height. In view of the good comparison between the experimental and numerical simulations, both models can readily be employed for parametric studies and for studying the prototype splashdown under more realistic field conditions in the oceans.
机译:本文提出了一个普通的刚性降落物体(WLO)在水撞击过程中动力响应的数值研究。在重新进入项目的设计阶段,这种影响的影响通常是突出的,即确定用于确定材料强度的最大力,以确保结构和设备的完整性,人员安全和舒适性。显式有限元(FE)任意Lagrangian-Eulerian(ALE)和平滑粒子流体动力学(SPH)方法的预测能力,用于模拟耦合动态流体结构相互作用的最新非线性动态有限元代码(FSI)对WLO飞溅事件的响应进行了评估。数值预测首先通过实验数据进行验证,以获得最大的冲击加速度,然后用于补充实验跌落试验,以建立包括垂直速度,入射角和物体重量变化在内的各种条件下的趋势。数值结果表明,完全耦合的FSI模型可以在所考虑的所有跌落测试范围内准确捕获水冲击响应,并且冲击加速度实际上随着跌落高度的增加而线性变化。考虑到实验和数值模拟之间的良好比较,这两种模型都可以很容易地用于参数研究和研究在更现实的野外条件下在海洋中飞溅的原型。

著录项

  • 来源
    《Journal of offshore mechanics and arctic engineering》 |2014年第3期|031102.1-031102.12|共12页
  • 作者单位

    School of Civil and Construction Engineering, Oregon State University, Corvallis, OR 97331;

    Coastal and Ocean Engineering Program, School of Civil and Construction Engineering, Oregon State University, Corvallis, OR 97331;

    Department of Ocean Engineering, Indian Institute of Technology Madras, Chennai 600036, Tamilnadu, India;

    Department of Ocean Engineering, Indian Institute of Technology Madras, Chennai 600036, Tamilnadu, India;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
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