›› 2016, Vol. 37 ›› Issue (6): 1799-1808.doi: 10.16285/j.rsm.2016.06.033

• 数值分析 • 上一篇    下一篇

基于精确缩尺的颗粒材料流变研究

易 颖1, 2,周 伟1, 2,马 刚1, 2,杨利福1, 2,常晓林1, 2   

  1. 1. 武汉大学 水资源与水电工程科学国家重点试验室,湖北 武汉 430072;2. 武汉大学 水工岩石力学教育部重点试验室,湖北 武汉 430072
  • 收稿日期:2015-04-13 出版日期:2016-06-13 发布日期:2018-06-09
  • 通讯作者: 周伟,男,1975年生,博士,教授,博士生导师,主要从事高坝结构数值仿真方面的教学与研究工作。E-mail: zw_mxx@163.com E-mail: 1185459158@qq.com
  • 作者简介:易颖,女,1992年生,硕士研究生,主要从事高坝结构数值仿真方面的研究工作。
  • 基金资助:

    国家自然科学基金(No.51379161,No.51322905,No.51509190,No.51579193);中国博士后科学基金面上资助(No.2015M572195)。

Study of rheological behaviors of granular materials based on exact scaling laws

YI Ying1, 2, ZHOU Wei1, 2, MA Gang1, 2, YANG Li-fu1, 2, CHANG Xiao-lin1, 2   

  1. 1. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, Hubei 430072, China; 2. Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Education Ministry, Wuhan University, Wuhan, Hubei 430072, China
  • Received:2015-04-13 Online:2016-06-13 Published:2018-06-09
  • Supported by:

    This work was supported by the National Natural Science Foundation of China (51379161, 51322905, 51509190 and 51579193) and China Postdoctoral Science Foundation (2015M572195).

摘要: 基于Feng Y T提出的精确缩尺方法,即根据几何相似、静力相似、动力相似3个相似原理建立一套缩尺准则,使得缩尺前后模型的力学响应保持一致。首次将该理论应用于颗粒材料的流变分析当中,采用Burgers黏塑性蠕变模型,引入流变参数,在原缩尺准则上进行理论推导,得到在二维和三维条件下的缩尺准则;其次在理论推导的基础上进行数值仿真验证。研究结果表明:严格按照拟定的缩尺准则选取参数后,缩尺后模型的力学响应能够保证和原尺寸模型完全一致,计算误差在3%以内,同时简要探讨了时间步长、黏性系数、颗粒数目、比尺数对数值试验的影响,为数值试验中相关参数的选取以及如何让数值模型反映材料真实的力学行为提供了有效参考。另外,由于缩尺模型采用与原模型相同的颗粒数目、颗粒形状、颗粒压实状态和比尺数,揭示了等比例缩尺对材料流变行为的影响。

关键词: 离散元法, 颗粒材料, 精确缩尺, 等比例缩尺, 流变分析

Abstract: This paper aims at establishing a set of scaling laws according to three similarity criteria of geometric similarity, mechanical similarity, dynamic similarity, under which a scaled discrete element model can exactly reproduce the prototypical problem. The method is based on the exact scaling laws of discrete element method proposed by Prof. Y. T. Feng. The scaling laws are then extended to the study of rheological behavior of granular materials. A detailed theoretical derivation is given based on the Burgers creep model. The rheological parameters are introduced to the model, and then we can gain the scaling laws in both two-dimensional and three-dimensional cases. Secondly, numerical simulation is conducted on the basis of the theoretical derivation. The results show that some parameters must be scaled to ensure the consistence of simulated results. The scaled discrete element model can exactly represent the original physical problem within the relative error of 3%. This paper also discusses the influence of the time step, viscosity coefficient, particle numbers and scale number on numerical simulation, which provides a good reference for parameters selecting in numerical simulations. Besides, because the scaled model has the same particle number, particle shape, particle compactness and scale number as the physical model, it can reveal the effect of proportional scaling on rheological behaviors.

Key words: discrete element method (DEM), granular material, exact scaling, equal proportional scaling, rheological analysis

中图分类号: 

  • TV 311

[1] 吴祁新, 杨仲轩. 基于应变响应包络的颗粒材料增量力学行为研究[J]. 岩土力学, 2020, 41(3): 915-922.
[2] 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, 2019, 40(6): 2416-2426.
[3] 付龙龙, 周顺华, 田志尧, 田哲侃, . 双轴压缩条件下颗粒材料中力链的演化[J]. 岩土力学, 2019, 40(6): 2427-2434.
[4] 申海萌, 李 琦, 李霞颖, 马建力, . 川南龙马溪组页岩不同应力条件下脆性破坏特征室内实验与数值模拟研究[J]. 岩土力学, 2018, 39(S2): 254-262.
[5] 胡唯哲,谢凌志,岑望来,殷 实,罗云川,赵 鹏,. 基于细观试验和离散元法的盐岩力学特性[J]. , 2018, 39(6): 2073-2081.
[6] 刘 洋,李 爽. 散粒介质临界状态细观力学结构特征的数值模拟与分析[J]. , 2018, 39(6): 2237-248.
[7] 张科芬,张 升,滕继东,盛岱超, . 颗粒破碎的三维离散元模拟研究[J]. , 2017, 38(7): 2119-2127.
[8] 郭兴文,赵 骞,顾水涛,蔡 新, . 基于黏弹性接触的颗粒材料蠕变特性研究[J]. , 2016, 37(S2): 105-112.
[9] 傅 华,赵大海 ,韩华强,凌 华,. 不同级配粗颗粒材料动力特性试验研究[J]. , 2016, 37(8): 2279-2284.
[10] 沈华章,郭明伟,王水林,葛修润. 基于离散元的边坡矢量和稳定分析方法研究[J]. , 2016, 37(2): 592-600.
[11] 严成增 ,郑 宏 ,孙冠华 ,葛修润,. 基于FDEM-Flow研究地应力对水力压裂的影响[J]. , 2016, 37(1): 237-246.
[12] 蒋明镜 ,金树楼 ,刘 蔚 ,刘 俊 , . 粒间胶结接触力学特性的三维试验研究[J]. , 2015, 36(S1): 9-13.
[13] 赵仕威,周小文,刘文辉,刘 攀. 考虑颗粒棱角影响的直剪试验的离散元模拟[J]. , 2015, 36(S1): 602-608.
[14] 胡 靖 ,顾晓强 ,黄茂松 , . 基于离散元法的静止土压力系数分析[J]. , 2015, 36(S1): 624-628.
[15] 蒋明镜 ,金树楼 ,张 宁 , . 不同胶结尺寸的粒间胶结强度统一表达式[J]. , 2015, 36(9): 2451-2457.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!