An efficient methodology for complementary finite element approximations in three-dimensional elasticity

被引:1
|
作者
de Almeida, J. P. Moitinho [1 ]
Reis, Jonatha [1 ,2 ]
机构
[1] Univ Lisbon, Dept Civil Engn Architecture & Georesources, Inst Super Tecn, Lisbon, Portugal
[2] Univ Politecn Cataluna, Lab Calcul Numer LaCaN, ETS Ingn Caminos Canales & Puertos, Barcelona, Spain
关键词
elasticity; equilibrium finite elements; error bounds; hybrid finite elements; solid mechanics; stress approximation; ERROR ESTIMATION;
D O I
10.1002/nme.7313
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We present a methodology for the definition of the matrices involved in stress based finite element approximations in three-dimensional problems. In order to handle the increased complexity of the 3D case, a rotation of the global reference frame is used, which greatly simplifies the expressions involved. This rotation is also applicable to the 2D case. The main focus of this work concerns the matrices used in the implementation of the hybrid equilibrium approach. However, a similar complementary methodology (displacement based) is also presented, allowing for an efficient definition of the matrices required for dual analysis, wherein bounds of the solution error are obtained from pairs of complementary solutions, one compatible and the other equilibrated.
引用
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页码:4405 / 4421
页数:17
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