Linearization of Drucker-Prager Yield Criterion for Axisymmetric Problems: Implementation in Lower-Bound Limit Analysis

被引:16
作者
Kumar, Jyant [1 ]
Chakraborty, Debarghya [1 ]
机构
[1] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India
关键词
Failures; Foundations; Limit analysis; Optimization; Plasticity; BEARING CAPACITY; FINITE-ELEMENTS; FOOTING ROUGHNESS; FOUNDATIONS;
D O I
10.1061/(ASCE)GM.1943-5622.0000200
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The linearization of the Drucker-Prager yield criterion associated with an axisymmetric problem has been achieved by simulating a sphere with the truncated icosahedron with 32 faces and 60 vertices. On this basis, a numerical formulation has been proposed for solving an axisymmetric stability problem with the usage of the lower-bound limit analysis, finite elements, and linear optimization. To compare the results, the linearization of the Mohr-Coulomb yield criterion, by replacing the three cones with interior polyhedron, as proposed earlier by Pastor and Turgeman for an axisymmetric problem, has also been implemented. The two formulations have been applied for determining the collapse loads for a circular footing resting on a cohesive-friction material with nonzero unit weight. The computational results are found to be quite convincing. (C) 2013 American Society of Civil Engineers.
引用
收藏
页码:153 / 161
页数:9
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