首页 | 本学科首页   官方微博 | 高级检索  
     

非局部化弹塑性理论及其应用
引用本文:王小平,孟国涛. 非局部化弹塑性理论及其应用[J]. 岩石力学与工程学报, 2007, 26(Z1): 2964-2964
作者姓名:王小平  孟国涛
摘    要: 基于非局部弹塑性理论,在经典的弹塑性本构模型中引入材料内部特征长度,并考虑材料内部特征长度与塑性化程度的关系,在整个模型空间各质点形成可变的微小表征体积单元。进而在可变的微小表征体积单元内对塑性乘子进行空间非局部化平均,间接考虑材料内部微结构的变化及相互作用,建立可变特征长度非局部弹塑性模型。最后,将提出的非局部弹塑性模型通过有限元理论应用到压缩平板端部摩擦效应的模拟中。模拟结果表明:非局部弹塑性模型较经典弹塑性模型计算效率更高,计算结果更合理。

关 键 词:岩土力学应变局部化非局部化可变特征长度表征体积单元端部摩擦效应
收稿时间:2006-06-05;

NONLOCAL ELASTOPLASTIC THEORY AND ITS APPLICATION
WANG Xiaoping,MENG Guotao. NONLOCAL ELASTOPLASTIC THEORY AND ITS APPLICATION[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(Z1): 2964-2964
Authors:WANG Xiaoping  MENG Guotao
Abstract:Based on the nonlocal elastoplastic theory,with the introduction of material characteristic length into classic elastoplastic model,considering the relation between material characteristic length and plastifying level,the variable minute representative volumtric elements are formed in the whole model. Then the nonlocal average is conducted for plastic multiplier in the variable minute representative volumetric elements. The evolution and interactions of microstructures in material are considered indirectly;and a nonlocal elastoplastic model is set up. Through the finite element theory,the nonlocal elastoplastic model is applied to the simulation of end friction effect of a compression plane plate. The result shows that,with the nonlocal elastoplastic model,higher computation efficiency and more rational results can be obtained.
Keywords:rock and soil mechanics  strain localization  nonlocalization  variable characteristic length  representative volumetric element  end friction effect
本文献已被 万方数据 等数据库收录!
点击此处可从《岩石力学与工程学报》浏览原始摘要信息
点击此处可从《岩石力学与工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号