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Surface instabilities in shock loaded granular media

机译:冲击加载的颗粒介质中的表面不稳定性

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摘要

The initiation and growth of instabilities in granular materials loaded by air shock waves are investigated via shock-tube experiments and numerical calculations. Three types of granular media, dry sand, water-saturated sand and a granular solid comprising PTFE spheres were experimentally investigated by air shock loading slugs of these materials in a transparent shock tube. Under all shock pressures considered here, the free-standing dry sand slugs remained stable while the shock loaded surface of the water-saturated sand slug became unstable resulting in mixing of the shocked air and the granular material. By contrast, the PTFE slugs were stable at low pressures but displayed instabilities similar to the water-saturated sand slugs at higher shock pressures. The distal surfaces of the slugs remained stable under all conditions considered here. Eulerian fluid/solid interaction calculations, with the granular material modelled as a Drucker-Prager solid, reproduced the onset of the instabilities as seen in the experiments to a high level of accuracy. These calculations showed that the shock pressures to initiate instabilities increased with increasing material friction and decreasing yield strain. Moreover, the high Atwood number for this problem implied that fluid/solid interaction effects were small, and the initiation of the instability is adequately captured by directly applying a pressure on the slug surface. Lagrangian calculations with the directly applied pressures demonstrated that the instability was caused by spatial pressure gradients created by initial surface perturbations. Surface instabilities are also shown to exist in shock loaded rear-supported granular slugs: these experiments and calculations are used to infer the velocity that free-standing slugs need to acquire to initiate instabilities on their front surfaces. The results presented here, while in an idealised one-dimensional setting, provide physical understanding of the conditions required to initiate instabilities in a range of situations involving the explosive dispersion of particles.
机译:通过冲击管实验和数值计算研究了空气冲击波加载的粒状材料中不稳定性的引发和增长。通过在透明冲击管中对这些材料进行空气冲击加载,对三种类型的颗粒介质,干砂,水饱和砂和包含PTFE球的颗粒状固体进行了实验研究。在此处考虑的所有冲击压力下,独立式干砂块保持稳定,而水饱和砂块的冲击载荷表面变得不稳定,从而导致冲击空气和粒状材料混合。相比之下,PTFE团块在低压下稳定,但在较高的冲击压力下表现出的不稳定性类似于水饱和的沙子团块。在此考虑的所有条件下,sl的远端表面均保持稳定。欧拉流体/固体相互作用的计算,将颗粒材料建模为Drucker-Prager固体,可以高度准确地再现实验中看到的不稳定性的发生。这些计算表明,引发不稳定性的冲击压力随着材料摩擦的增加和屈服应变的减小而增加。此外,针对该问题的高阿特伍德数意味着流体/固体相互作用的影响较小,并且通过直接在块状表面上施加压力可以充分捕获不稳定性的开始。直接施加压力的拉格朗日计算表明,不稳定性是由初始表面扰动产生的空间压力梯度引起的。还显示了表面不稳定性也存在于受冲击载荷的后支撑颗粒块中:这些实验和计算用于推断独立块在其前表面上引发不稳定性所需的速度。在理想化的一维设置中,此处给出的结果提供了对在涉及粒子爆炸性扩散的各种情况下引发不稳定性所需条件的物理理解。

著录项

  • 来源
    《Journal of the Mechanics and Physics of Solids》 |2017年第12期|217-240|共24页
  • 作者单位

    Department of Engineering, University of Cambridge, Trumpington Street, Cambridge, United Kingdom,School of Engineering, De Montfort University, The Gateway, Leicester, United Kingdom;

    Department of Engineering, University of Cambridge, Trumpington Street, Cambridge, United Kingdom,Department of Mechanical and Aerospace Engineering, Indian Institute of Technology Hyderabad, Yeddumailaram, Telangana, India;

    Department of Material Science & Engineering, School of Engineering and Applied Science, University of Virginia, Charlottesville, VA, United States;

    Department of Engineering, University of Cambridge, Trumpington Street, Cambridge, United Kingdom;

  • 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
  • 中图分类
  • 关键词

    Fluid-structure interaction; Granular material; Rayleigh-Taylor instability; Shock loading;

    机译:流固耦合粒状材料;瑞利-泰勒不稳定性;冲击负荷;

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