Shape calculus and finite element method in smooth domains
نویسنده
چکیده
The use of finite elements in smooth domains leads naturally to polyhedral or piecewise polynomial approximations of the boundary. Hence the approximation error consists of two parts: the geometric part and the finite element part. We propose to exploit this decomposition in the error analysis by introducing an auxiliary problem defined in a polygonal domain approximating the original smooth domain. The finite element part of the error can be treated in the standard way. To estimate the geometric part of the error, we need quantitative estimates related to perturbation of the geometry. We derive such estimates using the techniques developed for shape sensitivity analysis. In this paper we consider the dilemma of “smooth polygonal domains” related to error analysis of the finite element method. The dilemma is that the finite element methods are naturally formulated in polygonal (or more generally in piecewise polynomial) geometries. On the other hand, the abstract error estimates rely on interpolation error estimates that require smoothness of the solution that is typically achieved only in regular geometries. In the literature this question has been treated in several ways. Perhaps the most popular approach is that of the above mentioned smooth polygonal domains. That is, the analysis is carried out assuming that the domain is polygonal and hence the grid fits exactly to the domain, and at the same time the solution is regular enough for the optimal interpolation estimates. At the other extreme are the works where the curved boundary is captured more or less exactly by introducing corresponding curved elements, [4], [5], [7], [16]. In this case the analysis can be made rigorous but the price to pay is more complicated local analysis and implementation, especially if the basis functions are modified in the curved elements. If one does not want to modify the basis functions near the boundary, then the approach of [3] provides a way to analyse the resulting variational crime on the boundary. In [7] this approach has been used to construct optimal interpolated essential boundary conditions for curved boundaries. Finally, there exists quite a number of papers where the smooth domain is approximated by a polygonal one which is then triangulated. In many of the papers the error analysis is based on some specific feature, like trivial extension of the finite element solution outside of the polygonal domain. Also the analysis of the Received by the editor November 17, 1997. 2000 Mathematics Subject Classification. Primary 65N30; Secondary 49Q12.
منابع مشابه
An Enhanced Finite Element method for Two Dimensional Linear Viscoelasticity using Complex Fourier Elements
In this paper, the finite element analysis of two-dimensional linear viscoelastic problems is performed using quadrilateral complex Fourier elements and, the results are compared with those obtained by quadrilateral classic Lagrange elements. Complex Fourier shape functions contain a shape parameter which is a constant unknown parameter adopted to enhance approximation’s accuracy. Since the iso...
متن کاملTurbulent Flow in 2-D Domains with Complex Geometry-Finite Elelment Method
Using the highly recommended numerical techniques, a finite element computer code is developed to analyse the steady incompressible, laminar and turbulent flows in 2-D domains with complex geometry. The Petrov-Galerkin finite element formulation is adopted to avoid numerical oscillations. Turbulence is modeled using the two equation k-ω model. The discretized equations are written in the form o...
متن کاملTurbulent Flow in 2-D Domains with Complex Geometry-Finite Elelment Method
Using the highly recommended numerical techniques, a finite element computer code is developed to analyse the steady incompressible, laminar and turbulent flows in 2-D domains with complex geometry. The Petrov-Galerkin finite element formulation is adopted to avoid numerical oscillations. Turbulence is modeled using the two equation k-ω model. The discretized equations are written in the form o...
متن کاملTime-Discontinuous Finite Element Analysis of Two-Dimensional Elastodynamic Problems using Complex Fourier Shape Functions
This paper reformulates a time-discontinuous finite element method (TD-FEM) based on a new class of shape functions, called complex Fourier hereafter, for solving two-dimensional elastodynamic problems. These shape functions, which are derived from their corresponding radial basis functions, have some advantages such as the satisfaction of exponential and trigonometric function fields in comple...
متن کاملMixed finite element formulation enriched by Adomian method for vibration analysis of horizontally curved beams
Abstract: The vibration analysis of horizontally curved beams is generally led to higher order shape functions using direct finite element method, resulting in more time-consuming computation process. In this paper, the weak-form mixed finite element method was used to reduce the order of shape functions. The shape functions were first considered linear which did not provide adequate accuracy....
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
عنوان ژورنال:
- Math. Comput.
دوره 70 شماره
صفحات -
تاریخ انتشار 2001