长江科学院院报 ›› 2015, Vol. 32 ›› Issue (5): 89-94.DOI: 10.3969/j.issn.1001-5485.2015.05.017

• 岩土工程 • 上一篇    下一篇

密砂单剪试验的非共轴本构数值分析

罗强1,2,郑伟花1   

  1. 1.南阳师范学院 土木建筑工程学院,河南 南阳 473061;
    2.大连理工大学 土木工程学院岩土工程研究所,辽宁 大连 116024
  • 收稿日期:2013-12-12 出版日期:2015-05-01 发布日期:2015-05-14
  • 作者简介:罗 强(1981-), 男, 河南南阳人, 讲师,博士, 主要从事岩土本构理论的数值应用和离心模型实验方面的研究, (电话)15938448276
  • 基金资助:
    国家自然科学基金项目(51079018, 11202109);河南省科技攻关重点项目(112102310499);河南省教育厅科学技术研究重点项目(14B560023)

Numerical Analysis of Simple Shear Test onDense Sand with Non-coaxial Constitutive Model

LUO Qiang1, 2, ZHENG Wei-hua1   

  1. 1.School of Civil Engineering and Architecture, Nanyang Normal University, Nanyang 473061, China;
    2.Institute of Geotechnical Engineering, School of Civil Engineering, Dalian University of Technology, Dalian 116024, China
  • Received:2013-12-12 Online:2015-05-01 Published:2015-05-14

摘要: 在土体主应力方向的旋转过程中,主应力方向与塑性主应变增量方向之间存在非共轴现象,传统的共轴本构理论无法合理描述非共轴现象及其对应力-应变关系的影响。通过有限元二次开发,在应变软化共轴模型的基础上引入了角点结构非共轴理论,对密砂的单剪试验进行数值模拟及分析,系统地研究了非共轴现象及其影响。数值分析结果与试验结果的对比表明:非共轴模型能够合理地反映非共轴现象及其影响,且非共轴现象受到静止侧压力系数、竖向应力和流动法则等因素的显著影响。

关键词: 非共轴, 本构理论, 应变软化, 单剪试验, 数值分析

Abstract: In the process of rotation of the orientation of principal stress, the non-coaxial phenomenon exists between the orientations of the principal stress and plastic strain rate. However, the traditional constitutive theory could not reflect the non-coaxial phenomenon and its influence on the relationship between stress and strain. The yield vertex non-coaxial theory is adopted into a strain softening coaxial model to research the non-coaxial phenomenon and its influence in the numerical simulations of simple shear test on dense sand. Comparison between numerical result and test result suggests that the non-coaxial model could reflect the non-coaxial phenomenon and its influence reasonably, and also, the roles of non-coaxial model are considerably influenced by static lateral pressure coefficients, vertical stress and flow rules.

Key words: non-coaxial, constitutive theory, strain softening, simple shear test, numerical analysis

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