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基于ABAQUS对D-P准则剪胀角的讨论

郝明辉 陈厚群 张艳红

水利水电技术2012,Vol.43Issue(11):25-27,43,4.
水利水电技术2012,Vol.43Issue(11):25-27,43,4.

基于ABAQUS对D-P准则剪胀角的讨论

ABAQUS based discussion on dilatancy angle of D-P criterion

郝明辉 1陈厚群 1张艳红1

作者信息

  • 1. 中国水利水电科学研究院,北京 100048
  • 折叠

摘要

Abstract

In order to describe the strength properties of geotechnical materials properly, the D - P criteria is come out on the basis of the M - C criteria, which is widely used in ABAQUS. However, if the parameters of D - P criteria are improperly selected, larger errors may occur from the calculation results. Therefore, the basic characteristics of the D - P criteria is analyzed herein, and then the non-associated flow rule based matching formula between D - P yield criteria and M - C yield criteria under the condition of plane strain is given. Thereby, the values between 0 and Φ of dilatancy angle can be obtained, and subsequently, the effect of dilatancy angle on dam-foundation system is studied as well.

关键词

M-C准则/D-P准则/剪胀角

Key words

M - C criteria/D - P criteria/dilatancy angle

分类

建筑与水利

引用本文复制引用

郝明辉,陈厚群,张艳红..基于ABAQUS对D-P准则剪胀角的讨论[J].水利水电技术,2012,43(11):25-27,43,4.

基金项目

水利部公益性行业科研专项(200901054) (200901054)

国家自然科学基金(51079164) (51079164)

水利部公益性行业专项(201201053). (201201053)

水利水电技术

OA北大核心CSCDCSTPCD

1000-0860

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