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The Stability at the Solid-Solid and Liquid-Solid Interfaces.

机译:固-固和液-固界面的稳定性。

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In this thesis, we studied three small subjects in the realm of continuum mechanics: imbibition in fluid mechanics, beam and rod buckling in solid mechanics and shell buckling at the solid-liquid interface.;In chapter 2, we examined the radial imbibition into a homogenous semi-infinite porous media from a point source with infinite liquid supply. We proved that in the absence of gravity (or in the regime while gravity is negligible compared to surface tension), the shape of the wet area is a hemisphere, and the radius of the wet area evolves as a function with respect to time. This new law with respect to time has been verified by Finite Element Method simulation in software COMSOL and a series of experiments using packed glass microsphere as the porous media. We also found that even though the imbibition slows down, the flow rate through the point source remains constant. This new result for three dimensional radial imbibition complements the classic Lucas-Washburn law in one dimension and two dimensional radial imbibition in one plane.;In chapter 3, we studied the elastic beam/rod buckling under lateral constraints in two dimension as well as in three dimension. For the two dimensional case with unique boundary conditions at both ends, the buckled beam can be divided into segments with alternate curved section and straight section. The curved section can be solved by the Euler beam equation. The straight sections, however, are key to the transition between different buckling modes, and the redistributed length of straight sections sets the upper limit and lower limit for the transition. We compared our theoretical model of varying straight sections with Finite Element Method simulation in software ABAQUS, and good agreements are found. We then attempted to employ this model as an explanation with qualitative feasibility for the crawling snake in horizontal plane between parallel walls, which shows unique shape like square wave. For the three dimensional buckling beam/rod confined in cylindrical constraints, three stages are found for the buckling and post buckling processes: initial two dimensional shape, three dimensional spiral/helix shape and final foldup/alpha shape. We characterized the shape at each stage, and then we calculated the transition points between the three stages using geometrical arguments for energy arguments. The theoretical analysis for three dimensional beam/rod are also complemented with Finite Element Method simulations from ABAQUS.;In chapter 4, we investigated the buckling shape of solid shell filled with liquid core in two dimension and three dimension. A material model for liquid is first described that can be readily incorporated in the framework of solid mechanics. We then applied this material model in two dimensional and three dimensional Finite Element Method simulation using software ABAQUS. For the two dimensional liquid core solid shell model, a linear analysis is first performed to identify that ellipse corresponds to lowest order of buckling with smallest elastic energy. Finite Element Method simulation is then performed to determine the nonlinear post-buckling process. We discovered that two dimensional liquid core solid shell structures converge to peanut shape eventually while the evolution process is determined by two dimensionless parameters Ktau/mu and &rgr;R2/mutau. Amorphous shape exists before final peanut shape for certain models with specific Ktau/mu and &rgr;R2/mutau. The two dimensional peanut shape is also verified with Lattice Boltzmann simulations. For the three dimensional liquid core solid shell model, the post buckling shape is studied from Finite Element Method simulations in ABAQUS. Depending on the strain loading rate, the deformations show distinctive patterns. Large loading rate induces herringbone pattern on the surface of solid shell which resembles solid core solid shell structure, while small loading rate induces major concave pattern which resemble empty solid shell structure. For both two dimensional and three dimensional liquid core system, small scale ordered deformation pattern can be generated by increasing the shear stress in liquid core.;In the final chapter, we summarized the discoveries in the dissertation with highlights on the role that geometry plays in all of the three subjects. Recommendations for future studies are also discussed.
机译:在本文中,我们研究了连续力学领域中的三个小课题:流体力学吸收,固体力学中的梁和杆屈曲以及固-液界面处的壳屈曲。;在第二章中,我们研究了径向吸收成一个整体。来自无限供应液体的点源的均质半无限多孔介质。我们证明了在没有重力的情况下(或在重力与表面张力相比微不足道的情况下),湿区的形状是半球,并且湿区的半径随时间变化。时间上的这一新规律已通过COMSOL软件中的有限元方法仿真以及使用填充玻璃微球作为多孔介质的一系列实验得到了验证。我们还发现,即使吸水速度变慢,通过点源的流量也保持恒定。三维径向吸收的新结果补充了经典的Lucas-Washburn定律和一维二维径向吸收。;在第三章中,我们研究了在横向约束和二维约束下的弹性梁/杆屈曲。三维。对于两端都具有唯一边界条件的二维情况,可以将弯曲梁分为弯曲截面和直线截面交替的段。弯曲部分可以通过欧拉束方程求解。但是,笔直部分是不同屈曲模式之间过渡的关键,笔直部分的重新分配长度设置了过渡的上限和下限。我们在软件ABAQUS中将变化的直截面的理论模型与有限元方法仿真进行了比较,并发现了很好的一致性。然后,我们尝试将该模型用作在平行壁之间的水平面中爬行的蛇的定性可行性说明,该蛇形蛇具有方波之类的独特形状。对于局限于圆柱约束的三维屈曲梁/杆,屈曲和后屈曲过程分为三个阶段:初始二维形状,三维螺旋/螺旋形状和最终折叠/α形状。我们在每个阶段对形状进行特征化,然后使用几何参数作为能量参数来计算三个阶段之间的过渡点。三维三维梁/杆的理论分析也得到了ABAQUS有限元方法的模拟的补充。在第四章​​中,我们研究了二维和三维填充液核的固体壳体的屈曲形状。首先描述了一种液体的材料模型,该模型可以轻松地纳入固体力学的框架中。然后,我们使用ABAQUS软件将此材料模型应用于二维和三维有限元方法仿真。对于二维液核固体壳模型,首先执行线性分析以识别椭圆对应于最小的具有最小弹性能的屈曲。然后执行有限元方法仿真,以确定非线性后屈曲过程。我们发现二维液核固体壳结构最终收敛为花生形状,而演化过程由两个无量纲参数Ktau / mu和rR2 / mutau确定。对于具有特定Ktau / mu和rR2 / mutau的某些模型,非晶形状先于最终花生形状存在。二维花生形状也通过Lattice Boltzmann模拟得到了验证。对于三维液核固体壳模型,通过ABAQUS中的有限元方法模拟研究了后屈曲形状。根据应变加载速率,变形显示出独特的模式。较大的加载速率在固体壳的表面上诱导出人字形图案,类似于固体核的固体壳结构,而较小的加载速率导致与空的固体壳结构相似的大凹形图样。对于二维和三维液核系统,都可以通过增加液核中的剪切应力来产生小规模的有序变形模式。所有三个主题。还讨论了对未来研究的建议。

著录项

  • 作者

    Xiao, Junfeng.;

  • 作者单位

    Columbia University.;

  • 授予单位 Columbia University.;
  • 学科 Mechanical engineering.;Mechanics.
  • 学位 Ph.D.
  • 年度 2016
  • 页码 156 p.
  • 总页数 156
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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