Three-dimensional Mohr-Coulomb limit analysis using semidefinite programming

被引:130
作者
Krabbenhoft, K. [1 ]
Lyamin, A. V. [1 ]
Sloan, S. W. [1 ]
机构
[1] Univ Newcastle, Sch Engn, Ctr Geotech & Mat Modelling, Callaghan, NSW 2308, Australia
来源
COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING | 2008年 / 24卷 / 11期
关键词
limit analysis; Mohr-Coulomb; optimization; semidefinite programming; plasticity;
D O I
10.1002/cnm.1018
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Recently, Krabbenhoft et al. (Int. J. Solids Struct. 2007; 44:1533-1549) have presented a formulation of the three-dimensional Mohr-Coulomb criterion in terms of positive-definite cones. The capabilities of this formulation when applied to large-scale three-dimensional problems of limit analysis are investigated. Following a brief discussion oil a number of theoretical and algorithmic issues, three common, but traditionally difficult, geomechanics problems are solved and the performance of a common primal-dual interior-point algorithm (SeDuMi (Appl. Numer Math. 1999; 29:301-315)) is documented in detail. Although generally encouraging, the results also reveal several difficulties which support the idea of constructing a conic programming algorithm specifically dedicated to plasticity problems. Copyright (C) 2007 John Wiley & Sons, Ltd.
引用
收藏
页码:1107 / 1119
页数:13
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