Approximation of incompressible large deformation elastic problems: some unresolved issues

被引:52
作者
Auricchio, Ferdinando [1 ,2 ]
da Veiga, Lourenco Beirao [3 ]
Lovadina, Carlo [2 ,4 ]
Reali, Alessandro [1 ]
Taylor, Robert L. [5 ]
Wriggers, Peter [6 ]
机构
[1] Univ Pavia, Dipartimento Ingn Civile & Architettura, I-27100 Pavia, Italy
[2] Ctr Adv Numer Simulat IUSS, Pavia, Italy
[3] Univ Milan, Dipartimento Matemat, Milan, Italy
[4] Univ Pavia, Dipartimento Matemat, I-27100 Pavia, Italy
[5] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
[6] Leibniz Univ Hannover, Inst Continuum Mech, D-30167 Hannover, Germany
基金
欧洲研究理事会;
关键词
Incompressible nonlinear elasticity; Stability; Mixed finite elements; MIXED FINITE-ELEMENTS; NONLINEAR ELASTICITY; STABILITY; NURBS;
D O I
10.1007/s00466-013-0869-0
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
Several finite element methods for large deformation elastic problems in the nearly incompressible and purely incompressible regimes are considered. In particular, the method ability to accurately capture critical loads for the possible occurrence of bifurcation and limit points, is investigated. By means of a couple of 2D model problems involving a very simple neo-Hookean constitutive law, it is shown that within the framework of displacement/pressure mixed elements, even schemes that are inf-sup stable for linear elasticity may exhibit problems when used in the finite deformation regime. The roots of such troubles are identified, but a general strategy to cure them is still missing. Furthermore, a comparison with displacement-based elements, especially of high order, is presented.
引用
收藏
页码:1153 / 1167
页数:15
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