岩土力学 ›› 2022, Vol. 43 ›› Issue (3): 635-648.doi: 10.16285/j.rsm.2021.0947

• 基础理论与实验研究 • 上一篇    下一篇

基于微形态理论的各向异性散体波动分析

刘洋,于鹏强,徐硕   

  1. 北京科技大学 土木工程系,北京 100083
  • 收稿日期:2021-06-27 修回日期:2021-12-15 出版日期:2022-03-22 发布日期:2022-03-22
  • 作者简介:刘洋,男,1979年生,博士,教授,主要从事土细观力学和砂土液化等方面的科研和教学工作
  • 基金资助:
    国家重点研发计划项目(No.2017YFC0805300)。

Wave propagation in anisotropic granular materials based on micromorphic continua

LIU Yang, YU Peng-qiang, XU Shuo   

  1. Department of Civil Engineering, University of Science and Technology Beijing, Beijing 100083, China
  • Received:2021-06-27 Revised:2021-12-15 Online:2022-03-22 Published:2022-03-22
  • Supported by:
    This work was supported by the National Key Research and Development Program of China(2017YFC0805300).

摘要: 基于散粒体微观力学理论,忽略颗粒转动引起的相对位移,考虑颗粒接触的组构各向异性,根据宏微观能量守恒推导得到了散体材料各向异性微形态本构关系,进而通过单位接触方向积分的递推公式推导出了各向异性本构张量表达式;在此基础上,根据哈密顿原理得到了各向异性散体材料的运动平衡方程和边界条件,从而求得了平面波在各向异性散粒体中的传播规律和频散关系,最后对波的频散关系和频率带隙进行了详细的参数分析。研究表明:该模型预测了散体中包含3类12种位移波:3种纵波、6种横波和3种平面内横向剪切波;横观各向同性条件下,接触各向异性参数a20越大,纵波和横波的频率越大,而平面内横向剪切波的频率越小;正交各向异性条件下,随着接触各向异性参数a22的增大,与2方向运动相关的横波频率增大,而与3方向运动相关的横波频率则减小;但a22的变化对纵波频率影响很小。材料各向异性程度对横波带宽影响不大,但对纵波带宽影响较大:a20的增大使得声?光学波间的带宽减小,而光学波间的带宽增大,当a20>0.84时,声?光学波间的带隙消失;但是a22的增大则使得声?光学波间的带宽增大,而光学波间的带宽减小。退化为各向同性模型后,预测3类波的频散曲线与其他各向同性模型的结果基本一致。

关键词: 散粒体, 各向异性, 波动, 微观力学, 微形态

Abstract: Based on the granular micromechanical approach and energy conservation principle, an anisotropic micromorphic constitutive relationship has been obtained for granular materials. It is noted that the particle displacement induced by particle rotation has been ignored. Furthermore, the expressions of anisotropic constitutive tensors are derived through a recursive formula of the unit contact direction integral. On this basis, according to Hamilton’s principle, the motion balance equation and boundary conditions of the anisotropic granular material are derived, and the dispersion relationship of the plane wave can be obtained for the anisotropic granular material. Finally, a detailed parameter analysis is carried out on the dispersion relationship and the frequency band gap. The research shows that: (1) The proposed model predicts that there are three types of waves in the granular materials, which consists of three kinds of longitudinal waves, six kinds of transverse waves and three kinds of in-plane transverse shear waves. For the transverse isotropic condition, the larger the value of the anisotropic parameter a20 is, the higher the frequency of the longitudinal wave and the transverse wave are, and the lower the frequency of the in-plane transverse shear wave is. For the orthogonal anisotropy conditions, with the increase of the anisotropic parameter a22, the frequency of transverse waves corresponding to the kinematics related to the 2-direction increases, whereas the frequency of transverse waves corresponding to the kinematics related to the 3-direction decreases. However, the coefficient a22 has minor effects on the longitudinal wave. (2) The degree of fabric anisotropy has minor effects on the bandwidth of the transverse wave, but it has a greater effect on the bandwidth of the longitudinal wave: the increase of a20 reduces the bandwidth between acousto-optical waves, whereas the bandwidth between optical waves increases. When a20 is greater than 0.84, the band gap between acousto-optical waves disappears. In contrast, the increase of a22 increases the bandwidth between acoustic and optical waves, whereas the bandwidth between optical waves decreases. When simplified to consider the isotropic condition, the dispersion curves of the three types of waves predicted by the proposed model show a good agreement with other benchmark theories.

Key words: granular material, anisotropy, wave propagation, micromechanics, micromorphic

中图分类号: O343
[1] 曹苏南, 李春红, 陈远兵, 费康, . 循环荷载作用下砂土−结构物仿生 界面剪切特性研究[J]. 岩土力学, 2025, 46(3): 821-832.
[2] 吕志涛, 赵志远, 蔡毅, 夏才初, 段君义. 单向冻融作用下砂岩力学各向异性演化与损伤模型[J]. 岩土力学, 2025, 46(11): 3421-3430.
[3] 董佳斌, 鲁一帆, 金毅, 董文浩, 侯鹏, 刘顺喜, 牛然. 彭水页岩节理面形貌的分形特征及基于节理粗糙度系数的各向异性表征[J]. 岩土力学, 2025, 46(11): 3549-3561.
[4] 耿潇威, 陈成, 孙中华, 黎伟, 王勇, 徐梦冰, 余颂, . 基于广义位势理论的考虑组构各向异性的砂土本构模型[J]. 岩土力学, 2025, 46(10): 3175-3186.
[5] 周鹏发, 闻毓民, 何永辉, 高登, 骆阳, 常铭宇, . 基于改进完美匹配层的非均匀弹性波输入研究[J]. 岩土力学, 2025, 46(10): 3253-3266.
[6] 邓东平, 徐润冬, 彭一航, 文莎莎. 强度空间非均质性与各向异性特征下边坡稳定性极限平衡滑面应力法[J]. 岩土力学, 2025, 46(1): 55-72.
[7] 肖劲卿, 温松诚, 郭源, . 基于单孔冲刷测试的黏性土抗侵蚀性及各向异性试验研究[J]. 岩土力学, 2025, 46(1): 187-198.
[8] 高荡, 彭俊, 王航龙, 王林飞, 彭坤, . 含层理砂岩真三轴条件下力学特性研究[J]. 岩土力学, 2024, 45(S1): 349-358.
[9] 孔洋, 阮怀宁, 汪璋淳, . 模拟柱状节理玄武岩试样的失效模式与各向异性特征试验研究[J]. 岩土力学, 2024, 45(S1): 259-266.
[10] 王伟, 罗霄, 陈超, 刘世藩, 段雪雷, 朱其志, . 层状岩石不排气三轴压缩力学特性试验研究[J]. 岩土力学, 2024, 45(5): 1334-1342.
[11] 张卫杰, 张炜, 陈宇, 杜颖, 姬建, 高玉峰, . 黏聚力随机场波动范围的各向异性对流态性滑坡滑动距离的影响[J]. 岩土力学, 2024, 45(4): 1039-1050.
[12] THENDAR Yoshua, LIM Aswin. 考虑地下连续墙接缝的深基坑RFD系统研究[J]. 岩土力学, 2024, 45(12): 3717-3727.
[13] 张卫杰, 陈洪鑫, 陈宇, 姬建, . 内摩擦角空间变异性对大型滑坡滑动距离的影响[J]. 岩土力学, 2024, 45(11): 3388-3398.
[14] 周闯, 钱建固, 尹振宇, . 各向异性砂土渗流潜蚀流体动力学-离散元流固耦合分析[J]. 岩土力学, 2024, 45(1): 302-312.
[15] 张革, 曹玲, 王成汤, . 考虑各向异性影响的冻土修正线性黏结接触模型开发及应用[J]. 岩土力学, 2023, 44(S1): 645-654.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!