| 注册
首页|期刊导航|岩土力学|基于FLAC3D含SMP强度准则黏弹塑性模型的二次开发

基于FLAC3D含SMP强度准则黏弹塑性模型的二次开发

何利军 吴文军 孔令伟

岩土力学2012,Vol.33Issue(5):1549-1556,8.
岩土力学2012,Vol.33Issue(5):1549-1556,8.

基于FLAC3D含SMP强度准则黏弹塑性模型的二次开发

Secondary development of viscoelasto-plastic model with SMP strength criterion in FLAC3D

何利军 1吴文军 2孔令伟1

作者信息

  • 1. 中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,武汉430071
  • 2. 广西工学院汽车工程系,广西柳州545006
  • 折叠

摘要

Abstract

The strength criterion is used to analyse geotechnical engineering. The physical significance of SMP criterion is most explicit than other strength criteria, its expression is nonlinear, and its Secondary development has important meaning. The viscoelasto-plastic rheological constitutive model with SMP strength criterion is developed according to the farther developing platform in FLAC3D with VC++; and the SMP criterion is deduced to adapt to cohesive soil. At last, its accuracy and reliability are confirmed by a simple engineering calculation. The proposed mode can bring forward references for the secondary development of other rheological models and strength criteria.

关键词

蠕变/Kelvin模型/二次开发/SMP强度准则

Key words

creep/ Kelvin model/ secondary development/ SMP strength criterion

分类

建筑与水利

引用本文复制引用

何利军,吴文军,孔令伟..基于FLAC3D含SMP强度准则黏弹塑性模型的二次开发[J].岩土力学,2012,33(5):1549-1556,8.

基金项目

国家自然科学基金资助项目(No.51179186). (No.51179186)

岩土力学

OA北大核心CSCDCSTPCD

1000-7598

访问量0
|
下载量0
段落导航相关论文