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Micromorphological characterization and random reconstruction of 3D particles based on spherical harmonic analysis

机译:基于球谐分析的3D粒子的微观形态表征和随机重建

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摘要

The microscopic characteristics of skeletal particles in rock and soil media have important effects on macroscopic mechanical properties. A mathematical procedure called spherical harmonic function analysis was here developed to characterize micromorphology of particles and determine the meso effects in a discrete manner. This method has strong mathematical properties with respect to orthogonality and rotating invariance. It was used here to characterize and reconstruct particle micromorphology in three-dimensional space. The applicability and accuracy of the method were assessed through comparison of basic geometric properties such as volume and surface area. The results show that the micromorphological characteristics of reproduced particles become more and more readily distinguishable as the reproduced order number of spherical harmonic function increases, and the error can be brought below 5% when the order number reaches 10. This level of precision is sharp enough to distinguish the characteristics of real particles. Reconstructed particles of the same size but different reconstructed orders were used to form cylindrical samples, and the stress-strain curves of these samples filled with different-order particles which have their mutual morphological features were compared using PFC3D. Results show that the higher the spherical harmonic order of reconstructed particles, the lower the initial compression modulus and the larger the strain at peak intensity. However, peak strength shows only a random relationship to spherical harmonic order. Microstructure reconstruction was here shown to be an efficient means of numerically simulating of multi-scale rock and soil media and studying the mechanical properties of soil samples.
机译:岩石和土壤介质中骨骼颗粒的显微镜特性对宏观力学性能具有重要作用。这里开发了一种称为球形谐波函数分析的数学程序,以表征颗粒的微晶,并以离散方式确定中央效果。该方法具有相对于正交性和旋转不变性的强大的数学特性。这里用于在三维空间中表征和重建粒子微晶。通过比较诸如体积和表面积的基本几何特性来评估方法的适用性和准确性。结果表明,随着球形谐波函数的再现阶数增加,再现颗粒的微观特性变得越来越易于​​区分,并且当订单号达到10时,误差可以在5%以下。这种精度足够尖锐区分真实粒子的特征。使用PFC3D比较了相同尺寸但不同重建顺序的重建颗粒,但不同重建的订单形成圆柱形样品,并使用PFC3D进行填充有不同阶粒子的这些样品的应力 - 应变曲线。结果表明,重建颗粒的球形谐波顺序越高,初始压缩模量越低,峰值强度越大。然而,峰值强度仅显示与球形谐波顺序的随机关系。微观结构重建在这里被证明是多尺度岩土和土壤介质的数值模拟的有效方法,并研究土壤样品的机械性能。

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  • 来源
    《中南大学学报(英文版)》 |2017年第5期|1197-1206|共10页
  • 作者单位

    Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;

    Institute of Geotechnical Research, Hohai University, Nanjing 210098, China;

    Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;

    Institute of Geotechnical Research, Hohai University, Nanjing 210098, China;

    Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;

    Institute of Geotechnical Research, Hohai University, Nanjing 210098, China;

    Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;

    Institute of Geotechnical Research, Hohai University, Nanjing 210098, China;

    Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;

    Institute of Geotechnical Research, Hohai University, Nanjing 210098, China;

  • 收录信息 中国科学引文数据库(CSCD);
  • 原文格式 PDF
  • 正文语种 eng
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