The Origin of Geometric Friction and Cohesion

几何摩擦力和内聚力的起源

• 批准号: 1605178
• 负责人: Corey O'Hern
• 金额: $ 43.7万
• 依托单位: Yale University
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 2016
• 资助国家: 美国
• 起止时间: 2016-09-01 至 2019-08-31
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=1605178&HistoricalAwards=false
• 关键词: Origin; Geometric; Friction; Cohesion

CBET - 1605178PI: Brown, EricDry granular materials are collections of small discrete particles that interact with each other through frictional contacts. Examples of granular materials from nature include sand, soil, and snow. Granular materials are also found in industrial processes, especially in the pharmaceutical, energy, and agricultural industries. These materials display complex spatial and temporal responses to external forces because they behave as collections of discrete grains instead of a pure fluid and because they are not in thermal equilibrium. The mechanical strength of these materials has been studied previously, but most fundamental research has considered spherical or nearly spherical particles. This project focuses on understanding the mechanical properties of packings of granular materials composed of highly nonspherical particles such as long rods, chains, and objects that can interlock, such as staples and bent rods. We will image the packings using x-rays to identify contacts and entanglements and connect this information about the microstructure to the strength of the packings in response to compression. The experimental data will be used in computer simulations to validate a physical model of packings of highly nonspherical grains.Uniaxial compression experiments will be performed on packings of nonspherical particles with different particle aspect ratios andtopologies. The experimental results will be compared with a theoretical model that predicts which particle shapes exhibitgeometric cohesion and which particle shapes produce packings that show significant strain-hardening stress-strain response. Comparisons for several particle shapes (e.g. rods and staples) will allow us to validate the model so that it can be employed to predict the mechanical response of granular packings for a wide parameter space of particles shapes. In addition, numerical simulations combined with x-ray micro computed tomography studies will allow us to investigate the microstructural properties of granular packings(e.g. interparticle contacts and entanglements) that give rise to geometric cohesion and strain hardening and how they are affected byfriction and bending stiffness.

CBET-1605178PI：棕色、EricDry颗粒材料是细小离散颗粒的集合，它们通过摩擦接触相互作用。来自大自然的颗粒状物质包括沙子、土壤和雪。颗粒状材料也存在于工业过程中，特别是在制药、能源和农业行业。这些材料对外力表现出复杂的空间和时间响应，因为它们表现为离散颗粒的集合，而不是纯流体，而且它们不处于热平衡状态。以前已经研究过这些材料的机械强度，但大多数基础研究都考虑了球形或接近球形的颗粒。本项目的重点是了解由高度非球形颗粒组成的颗粒状材料的填料的机械性能，如长棒、链条和可互锁的物体，如钉子和弯曲的棒。我们将使用X射线对填料进行成像，以识别接触和缠绕，并将有关微观结构的信息与填料在压缩时的强度联系起来。实验数据将用于计算机模拟，以验证高度非球形颗粒填料的物理模型。单轴压缩实验将在具有不同颗粒长宽比和拓扑结构的非球形颗粒填料上进行。实验结果将与一个理论模型进行比较，该模型预测哪些颗粒形状表现出几何内聚力，哪些颗粒形状产生的填充显示出显着的应变硬化应力-应变响应。对几种颗粒形状(如棒状和钉钉)的比较将使我们能够验证该模型，以便它可以用于预测颗粒填充在较宽的颗粒形状参数空间内的力学响应。此外，结合X射线微计算机断层扫描研究的数值模拟将使我们能够调查颗粒填充的微观结构特性(例如，颗粒间接触和纠缠)，它们引起几何内聚和应变硬化，以及它们如何受摩擦和弯曲刚度的影响。