Subspace tracking method for non-smooth yield surface

被引:6
|
作者
Li, Chunguang [1 ]
Li, Cuihua [1 ,2 ]
Zheng, Hong [3 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
[2] Wuchang Univ Technol, Sch Urban Construct, Wuhan 430223, Peoples R China
[3] Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
关键词
Elastoplasticity; Non-smooth yield surface; Subspace tracking method; Complementarity function; Mohr-Coulomb; SLOPE STABILITY ANALYSIS; LIMIT EQUILIBRIUM; APPROXIMATION; PLASTICITY; CRITERIA; TRESCA; MODEL;
D O I
10.1016/j.camwa.2021.03.012
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
The corners of non-smooth yield surfaces, e.g., Mohr-Coulomb or Hoek-Brown criteria, often cause problems in numerical applications due to the gradient discontinuities, which boil down to the abrupt order interchange of two principal stresses. Nevertheless, when the stress components cross the corners, the principal stresses, which are smoothly dependent on the components of stress tensor, can be smoothly tracked through subspace tracking method. Thus, all the six auxiliary yield functions based on Koiter's rule will be smooth functions of components of stress. Finally, the corner problems are eliminated. As an application, three boundary-value problems (a 3D one-element, a 2D slope with a soft band, and a 3D soil slope) are analyzed to investigate the performance of the proposed method in a non-linear finite element simulation.
引用
收藏
页码:125 / 134
页数:10
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