Experimental Measurements of Stresses and Strains of Granular Materials Using 3D Non-Destructive Technologies

使用 3D 无损技术对颗粒材料的应力和应变进行实验测量

• 批准号: 1029232
• 负责人: Khalid Alshibli
• 金额: $ 15.55万
• 依托单位: Louisiana State University
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 2010
• 资助国家: 美国
• 起止时间: 2010-10-01 至 2011-10-31
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=1029232&HistoricalAwards=false
• 关键词: Experimental; Measurements; Stresses; Strains; Granular

Granular materials have been the subject of extensive research with the objective to capture their constitutive behavior and deformation characteristics. There are two approaches to describe the behavior of granular materials that can be broadly classified as continuum-mechanical and microstructure-based models. The literature lacks a systematic experimental investigation to measure contact forces of compressed/sheared granular particles and their fabric evolution. The proposed research utilizes three-dimensional (3D) nondestructive technologies to capture stresses and strains between sand particles. 3D x-ray diffraction (3DXRD) and Synchrotron Micro-computed Tomography (SMT) scans will be conducted to measure strains and stresses at particle contacts as loading increases for specimens composed of silica sand. Stress-strain relationship, elastic modulus, and stiffness of individual sand particles will be also measured using nano-indenter. Experimental measurements will be compared with discrete element and with microstructure-based constitutive models.If successful, the results will be used to provide critical measurements, validate and calibrate constitutive discrete and continuum models to better understand the behavior of granular materials. To the best of the PI knowledge, the 3DXRD measurements will be conducted for the first time ever to capture the relationship between stress and strain of individual grains within a bulk mass of natural sand, map the crystallographic orientation, and quantify stresses that cause particle crushing. SMT and 3DXRD are new technologies that have the potential of yielding break-through experimental measurements of stresses and strains of individual particles. The educational plan will include broadening the participation of minority undergraduate students in conducting engineering research, providing enriching research experience for undergraduate engineering students, and developing educational materials tailored for middle and high school student.

颗粒材料一直是广泛研究的主题，其目的是捕捉其本构行为和变形特性。有两种方法来描述颗粒材料的行为，可以大致分为连续力学和微观结构为基础的模型。文献缺乏系统的实验研究，以测量压缩/剪切颗粒的接触力和它们的织物演变。拟议的研究利用三维（3D）无损技术来捕捉沙粒之间的应力和应变。将进行3D X射线衍射（3DXRD）和同步加速器显微计算机断层扫描（SMT）扫描，以测量由硅砂组成的样本在载荷增加时颗粒接触处的应变和应力。还将使用纳米压头测量单个砂粒的应力-应变关系、弹性模量和刚度。实验测量结果将与离散单元和基于微观结构的本构模型进行比较。如果成功，结果将用于提供关键测量，验证和校准本构离散和连续模型，以更好地了解颗粒材料的行为。据PI所知，3DXRD测量将首次进行，以捕获天然砂体中单个颗粒的应力和应变之间的关系，绘制晶体取向图，并量化导致颗粒破碎的应力。SMT和3DXRD是新技术，有可能产生突破性的实验测量单个颗粒的应力和应变。教育计划将包括扩大少数民族本科生参与工程研究，为本科工程学生提供丰富的研究经验，并为初中和高中学生量身定制教材。