基于三维随机骨料模型的不规则颗粒投放算法研究

董朋昆 ,  高政国 ,  孙卉竹

应用力学学报 ›› 2026, Vol. 43 ›› Issue (3) : 635 -644.

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应用力学学报 ›› 2026, Vol. 43 ›› Issue (3) : 635 -644. DOI: 10.11776/j.issn.1000-4939.2026.03.014
动力学与控制

基于三维随机骨料模型的不规则颗粒投放算法研究

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Irregular particle packaging algorithm based on a 3D random aggregate model

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摘要

不规则颗粒体系数值模拟是研究颗粒材料力学行为的重要方法,实现不规则颗粒的三维数字化模型建立与高效投放技术对研究颗粒体系的力学行为具有重要意义。为实现各种不规则颗粒模型的生成与投放,本研究基于C#平台设计开发了不规则颗粒投放软件。首先基于三维凸型不规则颗粒的空间多面体几何属性信息,设计了面向对象方法表征的颗粒信息数据结构;应用三维随机骨料投放生成算法,开发了不规则颗粒自动生成与投放功能的程序软件;基于C#平台实现了控制参数输入与不规则颗粒生成的用户界面交互,并借助OpenGL的图形功能实现了三维模型的可视化操作。在软件中设计了3D打印输出模块,可通过3D打印机实现所投放数字化颗粒的快速打印生成,为不规则颗粒试验研究提供试验样本。在软件中建立了不规则颗粒有限元模型文件输出格式,可为不规则颗粒材料的离散元及有限元数值模拟提供前处理模型。最后使用不规则颗粒进行了颗粒堆积试验研究,并进行了颗粒数字模型的显式有限元模拟,结果表明本研究软件程序实现的不规则颗粒数字模型与可视化技术,可满足不规则颗粒问题研究的物理实验与数值模拟需求。

Abstract

Numerical simulation is one of the important methods to study the mechanical behavior of irregular particulate systems. Generation of three-dimensional numerical models of irregular particles and encapsulation technology are important research topics. To create a numerical model of irregular particles,a program that generates irregular particles and an intuitive interface for the program were developed by using the C# platform. First,based on the geometric property information of three-dimensional convex irregular particles,the particle information data structure characterized by object-oriented methods was designed. Then,the 3D random aggregate packing algorithm was applied to develop the software for automatic generation and conditioning of irregular particles. Using the C# platform,a user interface to control model generation and export was designed,and an interface that renders 3D animations for particle models using the graphics library OpenGL was developed. A 3D printed output data file in the program software was also designed,which can quickly generate real particles through a 3D printer. Real printed particles can be used as specimens for experiments on irregular particles. The generation method of model data output file in the program for discrete and finite element analysis was also provided. Finally,irregular particle packing experiments were performed and also simulated by FEM. The results show that the program we developed can meet the requirement of quickly creating numerical models of irregular particles that can be applied to experiments and numerical simulations.

关键词

不规则颗粒 / 三维随机骨料投放算法 / 面向对象技术 / 3D打印 / 颗粒堆积

Key words

irregular particles / 3D random aggregate packing algorithm / object-oriented technology / 3D printing / particle packing

引用本文

引用格式 ▾
董朋昆,高政国,孙卉竹. 基于三维随机骨料模型的不规则颗粒投放算法研究[J]. 应用力学学报, 2026, 43(3): 635-644 DOI:10.11776/j.issn.1000-4939.2026.03.014

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参考文献

[1]

薛立华, 肖军华, 张德, . 基于不同颗粒形态模拟方法的道砟三轴试样变形特性对比分析[J]. 工程力学, 202340(9): 142-152.

[2]

XUE LihuaXIAO JunhuaZHANG Deet al. Comparative study on deformation characteristics of ballast triaxial specimens with simulation methods of different particle shapes[J]. Engineering mechanics, 202340(9): 142-152(in Chinese).

[3]

王新志, 翁贻令, 王星, . 钙质土颗粒咬合作用机制[J]. 岩土力学, 201839(9): 3113-3120.

[4]

WANG XinzhiWENG YilingWANG Xinget al. Interlocking mechanism of calcareous soil[J]. Rock and soil mechanics, 201839(9): 3113-3120(in Chinese).

[5]

姜开放, 朱长歧, 马成昊, . 颗粒形状对砂土压缩特性影响的试验研究[J]. 土工基础, 202236(4): 630-634.

[6]

JIANG KaifangZHU ChangqiMA Chenghaoet al. Experimental study on the influence of particle shape on the compressive characteristics of sand[J]. Soil engineering and foundation, 202236(4): 630-634(in Chinese).

[7]

IWASHITA KODA M. Rolling resistance at contacts in simulation of shear band development by DEM[J]. Journal of engineering mechanics, 1998124(3): 285-292.

[8]

孙卉竹, 高政国, 王丹. 颗粒形状在稳定堆积中的等效滚动阻力参数研究[J]. 水利与建筑工程学报, 202220(1): 26-33.

[9]

SUN HuizhuGAO ZhengguoWANG Dan. Equivalent rolling resistance of particle shape in stable packing of granular material[J]. Journal of water resources and architectural engineering, 202220(1): 26-33(in Chinese).

[10]

金磊, 曾亚武, 叶阳, . 不规则颗粒及其集合体三维离散元建模方法的改进[J]. 岩土工程学报, 201739(7): 1273-1281.

[11]

JIN LeiZENG YawuYE Yanget al. Improving three-dimensional DEM modeling methods for irregularly shaped particles and their assembly[J]. Chinese journal of geotechnical engineering, 201739(7): 1273-1281(in Chinese).

[12]

周伦伦, 楚锡华, 徐远杰. 基于离散元法的真三轴应力状态下砂土破碎行为研究[J]. 岩土工程学报, 201739(5): 839-847.

[13]

ZHOU LunlunCHU XihuaXU Yuanjie. Breakage behavior of sand under true triaxial stress based on discrete element method[J]. Chinese journal of geotechnical engineering, 201739(5): 839-847(in Chinese).

[14]

ZHOU J CZHANG L BLIU Fet al. Study on screening process and segregation mechanism of wet sand and gravel particles based on discrete element method[J]. Granular matter, 202325(4): 81.

[15]

陆烨. 超单元体在三轴试验三维离散元模拟中的应用研究[J]. 土木工程学报, 201144(增刊2): 106-109.

[16]

LU Ye. Application of clumps in 3-D DEM modeling of triaxial tests[J]. China civil engineering journal, 201144(S2): 106-109(in Chinese).

[17]

ZHAO S WZHANG NZHOU X Wet al. Particle shape effects on fabric of granular random packing[J]. Powder technology, 2017310: 175-186.

[18]

GALINDO-TORRES S AALONSO-MARROQUÍN FWANG Y Cet al. Molecular dynamics simulation of complex particles in three dimensions and the study of friction due to nonconvexity[J]. Physical review e, 200979(6): 060301.

[19]

LU GTHIRD J RMÜLLER C R. Critical assessment of two approaches for evaluating contacts between super-quadric shaped particles in DEM simulations[J]. Chemical engineering science, 201278: 226-235.

[20]

李皋, 舒淋, 简旭, . 基于不规则颗粒的砾岩力学性能数值模拟研究[J]. 科学技术与工程, 202222(20): 8660-8665.

[21]

LI GaoSHU LinJIAN Xuet al. Numerical simulation for mechanical properties of conglomerate based on irregular particles[J]. Science technology and engineering, 202222(20): 8660-8665(in Chinese).

[22]

WIDOM B. Random sequential addition of hard spheres to a volume[J]. The journal of chemical physics, 196644(10): 3888-3894.

[23]

WEROŃSKI P. Application of the extended RSA models in studies of particle deposition at partially covered surfaces[J]. Advances in colloid and interface science, 2005118(1/2/3): 1-24.

[24]

高政国, 刘光廷. 二维混凝土随机骨料模型研究[J]. 清华大学学报(自然科学版), 200343(5): 710-714.

[25]

GAO ZhengguoLIU Guangting. Two-dimensional random aggregate structure for concrete[J]. Journal of Tsinghua University(science and technology), 200343(5): 710-714(in Chinese).

[26]

刘光廷, 高政国. 三维凸型混凝土骨料随机投放算法[J]. 清华大学学报(自然科学版), 200343(8): 1120-1123.

[27]

LIU GuangtingGAO Zhengguo. Random 3-D aggregate structure for concrete[J]. Journal of Tsinghua University(science and technology), 200343(8): 1120-1123(in Chinese).

[28]

刘海峰, 韩莉. 基于随机骨料模型混凝土动态性能数值模拟[J]. 应用力学学报, 201734(1): 162-168.

[29]

LIU HaifengHAN Li. Numerical simulation of dynamic properties of concrete on the basis of random aggregate model[J]. Chinese journal of applied mechanics, 201734(1): 162-168(in Chinese).

[30]

张颖, 刘昌永, 王玉银, . 基于随机骨料模型的混凝土抗压强度尺寸效应研究[J]. 建筑结构学报, 201738(增刊1): 493-501.

[31]

ZHANG YingLIU ChangyongWANG Yuyinet al. Mesoscale modeling based numerical study on size effect of concrete compressive strength[J]. Journal of building structures, 201738(S1): 493-501(in Chinese).

[32]

王蕴嘉, 宋二祥. 堆石料颗粒形状对堆积密度及强度影响的离散元分析[J]. 岩土力学, 201940(6): 2416-2426.

[33]

WANG YunjiaSONG Erxiang. Discrete element analysis of the particle shape effect on packing density and strength of rockfills[J]. Rock and soil mechanics, 201940(6): 2416-2426(in Chinese).

[34]

石崇, 沈俊良. 岩土颗粒三维形状表征参数对比分析[J]. 沈阳工业大学学报, 201739(4): 469-474.

[35]

SHI ChongSHEN Junliang. Comparative analysis for 3D shape characterization parameters of rock and soil particles[J]. Journal of Shenyang University of Technology, 201739(4): 469-474(in Chinese).

[36]

龚健雅, 夏宗国. 矢量与栅格集成的三维数据模型[J]. 武汉测绘科技大学学报, 199722(1): 7-15.

[37]

GONG JianyaXIA Zongguo. An integrated data model in three dimensional GIS[J]. Journal of Wuhan Technical University of Surveying and Mapping, 199722(1): 7-15(in Chinese).

[38]

毕硕本, 张国建, 侯荣涛, . 三维建模技术及实现方法对比研究[J]. 武汉理工大学学报, 201032(16): 26-30.

[39]

BI ShuobenZHANG GuojianHOU Rongtaoet al. Comparing research on 3D modeling technology & its implement methods[J]. Journal of Wuhan University of Technology, 201032(16): 26-30(in Chinese).

[40]

苏国中, 郑顺义, 张剑清, . OpenGL模拟摄影测量方法研究[J]. 中国图象图形学报, 200611(4): 540-544.

[41]

SU GuozhongZHENG ShunyiZHANG Jianqinget al. How to relate the OpenGL imaging process with exterior and interior parameters of photogrammetry[J]. Journal of image and graphics, 200611(4): 540-544(in Chinese).

[42]

石琼, 沈春林, 谭皓. 基于OpenGL的三维建模实现方法[J]. 计算机工程与应用, 200440(18): 122-124.

[43]

SHI QiongSHEN ChunlinTAN Hao. Realization to 3D modeling methods based on OpenGL[J]. Computer engineering and applications, 200440(18): 122-124(in Chinese).

[44]

卢秉恒, 李涤尘. 增材制造(3D打印)技术发展[J]. 制造与自动化, 201342( 4): 1-4.

[45]

LU BinghengLI Dichen. Development of the additive manufacturing(3D printing)technology[J]. Machine building & automation, 201342( 4): 1-4(in Chinese).

[46]

张俊奇, 余波, 宋崇民. 比例边界有限元法的最新研究进展[J]. 应用力学学报, 202239(6): 1038-1054.

[47]

ZHANG JunqiYU BoSONG Chongmin. The latest progress in research on the scaled boundary finite element method[J]. Chinese journal of applied mechanics, 202239(6): 1038-1054(in Chinese).

[48]

孔亮, 彭仁. 颗粒形状对类砂土力学性质影响的颗粒流模拟[J]. 岩石力学与工程学报, 201130(10): 2112-2119.

[49]

KONG LiangPENG Ren. Particle flow simulation of influence of particle shape on mechanical properties of quasi-sands[J]. Chinese journal of rock mechanics and engineering, 201130(10): 2112-2119(in Chinese).

[50]

王家全, 陈亚菁, 陆梦梁, . 砂土堆积试验的组合Clump颗粒离散元模拟[J]. 广西大学学报(自然科学版), 201641(4): 1131-1138.

[51]

WANG JiaquanCHEN YajingLU Menglianget al. Discrete element simulation of accumulation test for sand with multi-sphericity clump particles[J]. Journal of Guangxi University(natural science edition), 201641(4): 1131-1138(in Chinese).

基金资助

国家自然科学基金资助项目(11872092)

国家自然科学基金资助项目(12372380)

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