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基于CLoE与Gudehus-Bauer亚塑性模型的颗粒材料应变局部化对比研究

陈龙 楚锡华 张明龙 徐远杰

岩土力学Issue(11):3306-3314,9.
岩土力学Issue(11):3306-3314,9.

基于CLoE与Gudehus-Bauer亚塑性模型的颗粒材料应变局部化对比研究

A comparative analysis of strain localization of granular materials based on CLoE and Gudehus-Bauer hypoplastic models

陈龙 1楚锡华 1张明龙 1徐远杰1

作者信息

  • 1. 武汉大学 土木建筑工程学院,武汉 430072
  • 折叠

摘要

Abstract

To compare CLoE and Gudehus-Bauer hypoplastic models, a series of finite element analyses were carried out on modeling the strain localization for Hostun sand under plane strain condition. The strain localization was analyzed mainly in terms of different confining pressures and same initial imperfection. The results are drawn as follows. (1) Compressive hardening can be observed by two hypoplastic models;the stiffness of Hostun sand rises with the increasing of confining pressures. (2) The pattern of strain localization from the results of CLoE hypoplastic model is more compatible with the results of experiments than Gudehus-Bauer model. (3) CLoE hypoplastic model can simulate volume expansion before shrink with the increase of load of Hostun sand. (4) The softening behavior under high confining pressures of the elements in strain localization is more obvious in the strain-stress curve based on CLoE hypoplastic model. (5) CLoE hypoplastic model is better than Gudehus-Bauer model in simulating the nonuniform strain localization which is caused by initial imperfection. All in all, numerical results suggest that CLoE model performs better than Gudehus-Bauer model in modeling strain localization. What’s more, influences of confining pressure and initial imperfection can be modeled by CLoE hypoplastic model. However, CLoE model should be improved because of void ratio and intrinsic length scales unconsidered.

关键词

颗粒材料/亚塑性模型/应变局部化/有限元模拟

Key words

granular materials/hypoplasticity/strain localization/finite element simulation

分类

建筑与水利

引用本文复制引用

陈龙,楚锡华,张明龙,徐远杰..基于CLoE与Gudehus-Bauer亚塑性模型的颗粒材料应变局部化对比研究[J].岩土力学,2013,(11):3306-3314,9.

基金项目

国家自然科学基金项目(No.10802060,No.11172216);国家重点基础研究发展计划(No.2010CB731502)。 (No.10802060,No.11172216)

岩土力学

OA北大核心CSCDCSTPCD

1000-7598

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