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基于非局部塑性模型的应变局部化理论分析及数值模拟

吕玺琳 黄茂松

计算力学学报2011,Vol.28Issue(5):743-748,6.
计算力学学报2011,Vol.28Issue(5):743-748,6.

基于非局部塑性模型的应变局部化理论分析及数值模拟

Theoretical analysis and numerical simulation of strain localization in nonlocal plasticity model

吕玺琳 1黄茂松2

作者信息

  • 1. 同济大学地下建筑与工程系,上海200092
  • 2. 同济大学岩土及地下工程教育部重点实验室,上海200092
  • 折叠

摘要

Abstract

By solving a Fredholm equation of the second kind, the analytical solution was derived for strain localization in nonlocal softening material, the solutions show that the distributions of plastic strain and load-displacement curve rely on the characteristic length and nonlocal parameter. It was validated by one-dimensional numerical solution that nonlocal model could make the distributions of plastic strain and the global load-displacement response mesh independent and approaching to analytical solutions with mesh refinement. The nonlocal formulation of softening plasticity was employed in the numerical simulation of strain localization in bi-axial compression test. The influence of the over-nonlocal parameter and characteristic length on the numerical results and the convergence of the equilibrium itera- tion were both obtained.

关键词

非局部塑性/应变局部化/特征长度/网格敏感性

Key words

nonlocal plasticity/strain localization/characteristic length/mesh dependency

分类

数理科学

引用本文复制引用

吕玺琳,黄茂松..基于非局部塑性模型的应变局部化理论分析及数值模拟[J].计算力学学报,2011,28(5):743-748,6.

基金项目

国家自然科学基金青年科学基金 ()

国家杰出青年科学基金(50825803)资助项目.致谢:本研究曾得到美国南加州大学Jean-PierreBardet教授的有益指导,在此表示衷心感谢. ()

计算力学学报

OA北大核心CSCDCSTPCD

1007-4708

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