您的位置:山东大学 -> 科技期刊社 -> 《山东大学学报(工学版)》

山东大学学报 (工学版) ›› 2025, Vol. 55 ›› Issue (1): 97-107.doi: 10.6040/j.issn.1672-3961.0.2023.306

• 土木工程 • 上一篇    

任意多边形骨料混凝土细观模型的建立与数值模拟

义扬,肖映雄*,余科   

  1. 湘潭大学机械工程与力学学院, 湖南 湘潭 411105
  • 发布日期:2025-02-20
  • 作者简介:义扬(1999— ),女,山西晋中人,硕士研究生,主要研究方向为非均质材料数值模拟. E-mail: sylvanas4526@163.com. *通信作者简介:肖映雄(1970— ),男,湖南邵阳人,教授,博士生导师,博士,主要研究方向为计算固体力学. E-mail: xyx610xyx@xtu.edu.cn
  • 基金资助:
    国家自然科学基金资助项目(10972191);湖南省自然科学基金资助项目(2023JJ30569)

Establishment and numerical simulation of mesoscopic models of concrete with arbitrary polygonal aggregates

YI Yang, XIAO Yingxiong*, YU Ke   

  1. YI Yang, XIAO Yingxiong*, YU Ke(School of Mechanical Engineering and Mechanics, Xiangtan University, Xiangtan 411105, Hunan, China
  • Published:2025-02-20

摘要: 基于Python-ABAQUS二次开发平台,设计了建立任意多边形混凝土细观结构模型的算法,实现骨料分布、粒径、边数、凹凸性、直曲性的全随机生成;利用布尔运算,实现骨料界面过渡区的快速生成,提出一种适用于任何基体区域形状和骨料形态的算法,可以快速完成骨料投放过程中骨料与基体的位置关系判断以及骨料与骨料之间的侵入判断。在所建模型的基础上,采用CDP(concrete damaged plasticity)模型,研究混凝土静态下的应力-应变关系与细观破坏特征,进一步验证该模型在数值模拟混凝土力学性能方面的可靠性,对于分析不同荷载作用下混凝土的失效机理具有重要意义。

关键词: 多边形骨料, 细观随机模型, 布尔运算, CDP模型, 数值模拟

中图分类号: 

  • TU528
[1] XU Wenjie, YUE Zhongqi, HU Ruilin. Study on the mesostructure and mesomechanical characteristics of the soil-rock mixture using digital image processing based finite element method[J]. International Journal of Rock Mechanics and Mining Sciences, 2008, 45(5): 749-762.
[2] YU Qinglei, LIU Hongyuan, YANG Tianhong, et al. 3D numerical study on fracture process of concrete with different ITZ properties using X-ray computerized tomography[J]. International Journal of Solids and Structures, 2018, 145: 204-222.
[3] 匡广平. 基于三维细观模型混凝土应变率效应研究[D]. 哈尔滨: 哈尔滨工业大学, 2019. KUANG Guangping. Research on strain rate of concrete based on 3D meso-scale model[D]. Harbin:Harbin Institute of Technology, 2019.
[4] 张煜航. 基于三维细观模型的混凝土损伤力学行为研究[D]. 太原:太原理工大学, 2022. ZHANG Yuhang. Investigation on the damage behavior of concrete based on 3D meso-scale modeling[D]. Taiyuan:Taiyuan University of Technology, 2022.
[5] XU Wenjie, ZHANG Haiyang, JIE Yuxin, et al. Generation of 3D random meso-structure of soil-rock mixture and its meso-structural mechanics based on numerical tests[J]. Journal of Central South University, 2015(2): 619-630.
[6] 王海礼, 石崇, 王盛年,等. 多元混合介质骨料的随机构形生成方法及应用[J]. 岩石力学与工程学报, 2014, 33(增刊1): 2827-2834. WANG Haili, SHI Chong, WANG Shengnian,et al. Method of random configuration generation for polybasic mixed medium and its application[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(Suppl.1): 2827-2834.
[7] 喻江武, 苟志龙, 雷瑜,等. 基于傅里叶逆变换的土石混合体模型生成研究[J]. 水利水电技术, 2019, 50(4): 7-15. YU Jiangwu, GOU Zhilong, LEI Yu,et al. Inverse fourier transform-based study on generating model of soil-rock mixture[J]. Water Resources and Hydropower Engineering, 2019, 50(4): 7-15.
[8] ZHANG Qiang, XU Weiya, LIU Qinya, et al. Numerical investigations on mechanical characteristics and failure mechanism of outwash deposits based on random eso-structures using discrete element method[J]. Journal of Central South University, 2017, 24(12): 2894-2905.
[9] 张强, 汪小刚, 赵宇飞,等. 土石混合体三维细观结构随机重构及其力学特性颗粒流数值模拟研究[J]. 岩土工程学报, 2019, 41(1): 60-69. ZHANG Qiang, WANG Xiaogang, ZHAO Yufei, et al. 3D random reconstruction of meso-structure for soil-rock mixture and numerical simulation of its mechanical characteristics by particle flow code[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(1): 60-69.
[10] 马怀发, 芈书贞, 陈厚群. 一种混凝土随机凸多边形骨料模型生成方法[J]. 中国水利水电科学研究院学报, 2006(3): 196-201. MA Huaifa, MI Shuzhen, CHEN Houqun. A generating approach of random convex polygon aggregate model[J]. Journal of China Institute of Water Resources and Hydropower Research, 2006(3): 196-201.
[11] 钟根全, 李丽娟, 刘锋,等. 混凝土二维随机骨料的数值模拟[J]. 混凝土, 2008(9): 70-73. ZHONG Genquan, LI Lijuan, LIU Feng, et al. Numerical simulation of two-dimensional random aggregate in concrete[J]. Concrete, 2008(9): 70-73.
[12] YAO Ling, REN Lixia, GONG Guoli, et al. Simulation of chloride diffusion in concrete based on a new mesoscopic numerical method[J]. Advances in Civil Engineering, 2020(1): 1-10.
[13] 孙立国, 杜成斌, 戴春霞. 大体积混凝土随机骨料数值模拟[J]. 河海大学学报(自然科学版), 2005(3): 291-295. SUN Liguo, DU Chengbin, DAI Chunxia. Numericalsimulation of random aggregate model for mass concrete[J]. Journal of Hohai University(Natural Sciences), 2005(3): 291-295.
[14] 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), 2003(5): 710-714. GAO Zhengguo, LIU Guangting. Two-dimensional random aggregate structure for concrete[J]. Journal of Tsinghua University(Science and Technology), 2003(5): 710-714.
[15] 胡大琳, 张立兴, 陈定市. 二维细观随机混凝土模型的建立和应用[J]. 长安大学学报(自然科学版), 2017, 37(3): 53-63. HU Dalin, ZHANG Lixing, CHEN Dingshi. Establishment and application of 2D mesoscopic stochastic concrete model[J]. Journal of Chang'an University(Natural Science Edition), 2017, 37(3): 53-63.
[16] 芦焱. 基于细观力学的混凝土有限元分析与实验模拟[D]. 哈尔滨:哈尔滨工业大学, 2019. LU Yan. Finite element analysis and simulation of concrete experiment based on meso-mechanics[D]. Harbin: Harbin Institute of Technology, 2019.
[17] 陈青青, 张煜航, 张杰,等. 含孔隙混凝土二维细观建模方法研究[J].应用数学和力学, 2020, 41(2): 182-194. CHEN Qingqing, ZHANG Yuhang, ZHANG Jie, et al. Study on a 2D mesoscopic modeling method for concrete with voids[J]. Applied Mathematics and Mechanics, 2020, 41(2): 182-194.
[18] WANG Shufang, ZHAI Xiaoliang, GAO Yangyang, et al. Establishment and application of stochastic mesoscopic concrete model[J]. Advances in Civil Engineering, 2022: 1-17.
[19] ZHENG Zhishan, WEI Xiaosheng. Mesoscopic models and numerical simulations of the temperature field and hydration degree in early-age concrete [J]. Construction and Building Materials, 2021, 266: 1-13.
[20] 孙立国. 三级配(全级配)混凝土骨料形状数值模拟及其应用[D]. 南京:河海大学, 2005. SUN Liguo. Numerical simulation of shape of aggregates of three-graded concrete(full-graded concrete)and application[D]. Nanjing: Hohai University, 2005.
[21] 吴彰钰, 张锦华, 余红发, 等. 基于三维随机细观模型的珊瑚混凝土力学性能模拟[J]. 硅酸盐学报, 2021, 49(11): 2518-2528. WU Zhangyu, ZHANG Jinhua, YU Hongfa, et al. Numerical analysis on mechanical properties of coral aggregate concrete using 3D random mesoscale model[J]. Journal of the Chinese Ceramic Society, 2021, 49(11): 2518-2528.
[22] 杨贞军, 黄宇劼, 尧锋,等. 基于粘结单元的三维随机细观混凝土离散断裂模拟[J]. 工程力学, 2020, 37(8): 158-166. YANG Zhenjun, HUANG Yujie, YAO Feng, et al. Three-dimensional meso-scale cohesive fracture modeling of concrete using a Python script in ABAQUS[J]. Engineering Mechanics, 2020, 37(8): 158-166.
[23] 张小飞, 田羽, 覃培,等. 基于内聚力模型的含畸形骨料混凝土单轴受拉细观模拟研究[J]. 水力发电, 2022, 48(5): 73-77. ZHANG Xiaofei, TIAN Yu, QIN Pei, et al. Mesosimulation of uniaxial tension of concrete with deformed aggregate based on cohesive zone model[J]. Water Power, 2022, 48(5): 73-77.
[24] WU Hao, LI Yongchang, QIN Fang, et al. Scaling effect of rigid projectile penetration into concrete target: 3D mesoscopic analyses[J]. Construction and Building Materials, 2019, 208: 506-524.
[25] 张维伦. 混凝土失效破坏的三维细观力学模拟及分析[D]. 南京:东南大学, 2021. ZHANG Weilun. Three-dimensional meso-mechanical simulation and analysis of concrete failure[D]. Nanjing:Southeast University, 2021.
[26] 武亮, 王菁, 何修伟,等. 多面体骨料大体积混凝土三维细观模型生成[J]. 应用力学学报, 2015, 32(4): 657-663. WU Liang, WANG Jing, HE Xiuwei, et al. Generation of 3-D mesoscale models for massive concrete with polyhedral aggregates[J]. Chinese Journal of Applied Mechanics, 2015, 32(4): 657-663.
[27] ZAITSEV Y B, WITTMANN F H. Simulation of crack propagation and failure of concrete[J]. Materials and Structures, 1981, 14(5): 357-365.
[28] PENG Yijiang, SU Lanqing, ZHANG Lijuan, et al. Analysis of theeffect of porosity in concrete under compression based on DIP technology[J]. Journal of Materials in Civil Engineering, 2022, 34(1): 1-13.
[29] XIA Yang, WU Wenan, YANG Yongtao, et al. Mesoscopic study of concrete with random aggregate model using phase field method[J]. Construction and Building Materials, 2021, 310: 1-20.
[30] 王兵. 基于声发射信息的混凝土损伤演化表征研究[D]. 秦皇岛:燕山大学, 2019. WANG Bing. Study on damage evolution characterization of concrete based on acoustic emission information[D]. Qinhuangdao:Yanshan University, 2019.
[31] KIM S M, AL-RUB R K A. Meso-Scale computational modeling of the plastic-damage response of cementitious composites[J]. Cement & Concrete Research, 2011, 41(3): 339-358.
[32] 郑金城, 祝磊, 彭刚,等. 基于细观力学的混凝土轴向抗拉性能数值模拟[J]. 武汉大学学报(工学版), 2013, 46(2): 188-193. ZHENG Jincheng, ZHU Lei, PENG Gang, et al. Numerical simulation of concrete axial tensile performance based on mesomechanics[J]. Engineering Journal of Wuhan University, 2013, 46(2): 188-193.
[33] QIN Xiangnan, GU Chongshi, SHAO Chenfei, et al. Numerical analysis of fracturing behavior in fully-graded concrete with oversized aggregates from mesoscopic perspective[J]. Construction and Building Materials, 2020, 253: 1-17.
[34] 徐磊, 崔姗姗, 姜磊,等. 基于双重网格的混凝土自适应宏细观协同有限元分析方法[J]. 工程力学, 2022, 39(4): 197-208. XU Lei, CUI Shanshan, JIANG Lei, et al. Adaptive macro-meso-scale concurrent finite element analysis approach of concrete using dual mesh[J]. Engineering Mechanics, 2022, 39(4): 197-208.
[1] 陈文举, 陈俐企, 包春波, 朱启银, 惠冰, 庄培芝. 循环管道加热桥面融雪效能数值模拟[J]. 山东大学学报 (工学版), 2024, 54(6): 100-110.
[2] 马川义,冯豪杰,蒋红光,侯天新,姚占勇,杨为民. 吸水土工布对路基湿度控制效果的数值模拟[J]. 山东大学学报 (工学版), 2024, 54(4): 141-149.
[3] 韩超,王彤,陈德文,孙恩赐,李平,吴则祥,周冲,庄培芝. 基于耦合欧拉-拉格朗日方法的砂土中静压桩挤土效应数值模拟[J]. 山东大学学报 (工学版), 2024, 54(2): 143-152.
[4] 王钰鑫,吕思忠,姚望,林春金,张明,李召峰,张健,王衍升. 粉质黏土地层桩侧劈裂注浆参数设计与效果评价[J]. 山东大学学报 (工学版), 2023, 53(6): 70-81.
[5] 张亚平,马唯婧,张宸硕,肖辉,张一鸣. 基于图像识别与CAE仿真技术的输变电塔一体化分析[J]. 山东大学学报 (工学版), 2023, 53(6): 122-130.
[6] 宋洋,罗志恒,张波,张宇,朱敏. 裂隙位置对类岩体短柱单轴压缩破坏形态影响[J]. 山东大学学报 (工学版), 2023, 53(5): 121-131.
[7] 王心泉,王智猛,牛犇,蒋恒,冯春. 8度地震烈度区新民隧道出口处边坡的稳定性[J]. 山东大学学报 (工学版), 2023, 53(3): 23-30.
[8] 郭鹏宁,刘巍,袁浩,冯硕,王延刚. 基于微元离散模型的螺旋挤压脱水效率分析[J]. 山东大学学报 (工学版), 2023, 53(1): 114-121.
[9] 孙杰,张宏博,程钰,刘羽,张洪波,刘志鲲. 基于TDA填料的废旧轮胎条带加筋砂土边坡承载特性[J]. 山东大学学报 (工学版), 2023, 53(1): 49-59.
[10] 牛犇,张新伟,周玉,李婧,徐兴全,张一鸣. 基于连续-非连续元降雨工况三维边坡稳定性分析[J]. 山东大学学报 (工学版), 2023, 53(1): 92-99.
[11] 张一鸣,李赟鹏,李婧,丛俊余. 孔隙裂隙介质多场耦合数值计算进展[J]. 山东大学学报 (工学版), 2022, 52(6): 63-78.
[12] 郑卫琴,许杰,孙杰,武科. 复合地层TBM隧道管片受力特征[J]. 山东大学学报 (工学版), 2022, 52(4): 210-213.
[13] 刘舫辰,石岩,李元鲁,王湛,杜文静,季万祥. 用于燃煤电厂的低温省煤器前烟道流动及磨损特性[J]. 山东大学学报 (工学版), 2022, 52(3): 100-108.
[14] 章清涛,刘晓威,高健,孙玉海,闫庆亮,刘源,王昊. 坡顶荷载作用下废旧轮胎条带加筋边坡承载特性[J]. 山东大学学报 (工学版), 2022, 52(3): 70-79.
[15] 郑俊峰,陈晓燕,马正,陈青. 土石坝加固拓宽坝体变形及稳定性分析[J]. 山东大学学报 (工学版), 2022, 52(1): 85-92.
Viewed
Full text
81
HTML PDF
Just accepted Online first Issue Just accepted Online first Issue
0 0 0 0 0 81

  From local
  Times 81
  Rate 100%

Abstract
107
Just accepted Online first Issue
0 0 107
  From Others local
  Times 106 1
  Rate 99% 1%

Cited

Web of Science  Crossref   ScienceDirect  Search for Citations in Google Scholar >>
 
This page requires you have already subscribed to WoS.
  Shared   
  Discussed   
No Suggested Reading articles found!