Least-Squares Methods for Linear Elasticity
نویسندگان
چکیده
This paper develops least-squares methods for the solution of linear elastic problems in both two and three dimensions. Our main approach is defined by simply applying the L2 norm least-squares principle to a stress-displacement system: the constitutive and the equilibrium equations. It is shown that the homogeneous least-squares functional is elliptic and continuous in the H(div; Ω)d × H1(Ω)d norm. This immediately implies optimal error estimates for finite element subspaces of H(div; Ω)d × H1(Ω)d. It admits optimal multigrid solution methods as well if Raviart–Thomas finite element spaces are used to approximate the stress tensor. Our method does not degrade when the material properties approach the incompressible limit. Least-squares methods that impose boundary conditions weakly and use an inverse norm are also considered. Numerical results for a benchmark test problem of planar elasticity are included in order to illustrate the robustness of our method in the incompressible limit.
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ورودعنوان ژورنال:
- SIAM J. Numerical Analysis
دوره 42 شماره
صفحات -
تاریخ انتشار 2004