A 3D finite element with planar symmetry for limit analysis computations

被引:3
|
作者
Aceti, R
Capsoni, A
Corradi, L
机构
[1] CESNEF, Politecn Milano, Ctr Enrico Fermi, Dept Nucl Engn, I-20133 Milan, Italy
[2] Politecn Milan, Dept Struct Engn, I-20133 Milan, Italy
关键词
finite elements; limit analysis; natural approach; locking free model; perfect plasticity;
D O I
10.1016/j.cma.2004.06.010
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A formulation for finite element limit analysis of a certain class of 3D perfectly plastic solids governed by von Mises' plasticity condition is presented. A planar symmetry constraint for both geometry and displacement field is assumed to analyze plane problems where the variable nature of transverse dissipation must be considered. A mixed locking free and low distortion sensitive element is formulated on the basis of the natural approach. The solution procedure exploits the kinematic theorem of limit analysis, cast in the form of a minimum problem for a convex but non-smooth dissipation functional. Applications to a notched specimen and to a bolted joint are presented to stress the importance of transverse effects in some problems commonly modeled as purely 2D. (c) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:1823 / 1838
页数:16
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