Minkowski Sum-Enhanced 3D Mesoscale Structure Model for Concrete with High Aggregate Volume Fractions

被引:0
作者
Meng, Qing-Xiang [1 ]
Fan, Kai-Feng [1 ]
Guo, Ning [2 ]
Zhang, Jiu-Chang [3 ]
机构
[1] Hohai Univ, Minist Educ Geomech & Embankment Engn, Key Lab, Nanjing 210098, Jiangsu, Peoples R China
[2] Zhejiang Univ, Comp Ctr Geotech Engn, Dept Civil Engn, Hangzhou 310058, Peoples R China
[3] Yunnan Minzu Univ, Dept Civil Engn, Kunming 650504, Peoples R China
基金
中国国家自然科学基金;
关键词
Random mesoscale structure; Failure evolution; Adjustable mesoscale concrete models; Discrete element method (DEM) collision; Minkowski Sum; SOIL-ROCK MIXTURE; COMPOSITES; GENERATION; BEHAVIOR; FRACTURE; HOMOGENIZATION; MESOSTRUCTURE; SIMULATION; BIMROCKS; DEM;
D O I
10.1061/JENMDT.EMENG-7691
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper presents a novel and efficient method for generating three-dimensional (3D) mesoscale structures of concrete using the discrete element method (DEM). The proposed approach enables the flexible and precise simulation of various aggregate shapes and volume fractions, which is crucial for sensitivity analysis and computational studies. Unlike traditional digitalization methods, this technique focuses on creating adjustable synthetic models to investigate the impact of different parameters on the mechanical properties of concrete. This technique demonstrates significant advantages in generating complex concave aggregates and high aggregate volume fraction models while allowing for flexible control of particle spacing, thus enhancing computational efficiency and model accuracy. Numerical simulations using the proposed method show excellent agreement with laboratory experimental results, validating its reliability. This method not only facilitates deeper sensitivity analysis but also aids in optimizing concrete designs and applications by providing insights into the effects of various parameters on concrete performance.
引用
收藏
页数:15
相关论文
共 33 条
  • [31] Concrete meso-scale model with full set of 3D failure modes with random distribution of aggregate and cement phase. Part I: Formulation and numerical implementation
    Karavelic, Emir
    Nikolic, Mijo
    Ibrahimbegovic, Adnan
    Kurtovic, Azra
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2019, 344 : 1051 - 1072
  • [32] A 3D damage plastic model incorporating low-cycle fatigue effects towards predicting concrete structure failure under cyclic loading
    Nie, Yu
    Xie, Tian-Yu
    Zhao, Xin-Yu
    ENGINEERING FRACTURE MECHANICS, 2025, 316
  • [33] Immobilization of nanosized LiFePO4 spheres by 3D coralloid carbon structure with large pore volume and thin walls for high power lithium-ion batteries
    Cheng, Fei
    Wang, Shuai
    Lu, An-Hui
    Li, Wen-Cui
    JOURNAL OF POWER SOURCES, 2013, 229 : 249 - 257