Justification of the saturation assumption

The saturation assumption is widely used in computational science and engineering, usually without any rigorous theoretical justification and even despite of counterexamples for some coarse meshes known in the mathematical literature. On the other hand, there is overwhelming numerical evidence at least in an asymptotic regime for the validity of the saturation. In the generalized form, the assumption states, for any $$0<\varepsilon \le 1$$0<ε≤1, that SA$$\begin{aligned} ||| u - {\hat{U}} |||^2 \le (1- \varepsilon /C) ||| u - U |||^2+ \varepsilon \mathrm{osc}^2(f,\mathcal {N}) \end{aligned}$$|||u-U^|||2≤(1-ε/C)|||u-U|||2+εosc2(f,N)for the exact solution u and the first-order conforming finite element solution U (resp. $${\hat{U}}$$U^) of the Poisson model problem with respect to a regular triangulation $$\mathcal {T}$$T (resp. $${\hat{\mathcal {T}}}$$T^) and its uniform refinement $${\hat{\mathcal {T}}}$$T^ within the class $$\mathbb {T}$$T of admissible triangulations. The point is that the patch-oriented oscillations $$\mathrm{osc}(f,\mathcal {N})$$osc(f,N) vanish for constant right-hand sides $$f\equiv 1$$f≡1 and may be of higher order for smooth f, while the strong reduction factor $$(1- \varepsilon /C)<1$$(1-ε/C)<1 involves some universal constant C which exclusively depends on the set of admissible triangulations and so on the initial triangulation only. This paper proves the inequality (SA) for the energy norms of the errors for any admissible triangulation $$\mathcal {T}$$T in $$\mathbb {T}$$T up to computable pathological situations characterized by failing the weak saturation test (WS). This computational test (WS) for some triangulation $$\mathcal {T}$$T states that the solutions U and $${\hat{U}}$$U^ do not coincide for the constant right-hand side $$f\equiv 1$$f≡1. The set of possible counterexamples is characterized as $$\mathcal {T}$$T with no interior node or exactly one interior node which is the vertex of all triangles and $${\hat{\mathcal {T}}}$$T^ is a particular uniform bisec3 refinement. In particular, the strong saturation assumption holds for all triangulations with more than one degree of freedom. The weak saturation test (WS) is only required for zero or one degree of freedom and gives a definite outcome with O(1) operations. The only counterexamples known so far are regular n-polygons. The paper also discusses a generalization to linear elliptic second-order PDEs with small convection to prove that saturation is somehow generic and fails only in very particular situations characterised by (WS).

[1]  J. Oden,et al.  A Posteriori Error Estimation in Finite Element Analysis: Oden/A Posteriori , 2000 .

[2]  Carsten Carstensen,et al.  An adaptive finite element method with asymptotic saturation for eigenvalue problems , 2014, Numerische Mathematik.

[3]  Ricardo H. Nochetto,et al.  Small data oscillation implies the saturation assumption , 2002, Numerische Mathematik.

[4]  R. Verfürth,et al.  Edge Residuals Dominate A Posteriori Error Estimates for Low Order Finite Element Methods , 1999 .

[5]  Randolph E. Bank,et al.  A posteriori error estimates based on hierarchical bases , 1993 .

[6]  Carsten Carstensen,et al.  A convergent adaptive finite element method for an optimal design problem , 2007, Numerische Mathematik.

[7]  Christoph Ortner,et al.  Convergence of simple adaptive Galerkin schemes based on h − h/2 error estimators , 2010, Numerische Mathematik.

[8]  Carsten Carstensen,et al.  Each averaging technique yields reliable a posteriori error control in FEM on unstructured grids. Part II: Higher order FEM , 2002, Math. Comput..

[9]  Rodolfo Rodríguez A Posteriori Error Analysis in the Finite Element Method , 1994 .

[10]  ROB STEVENSON,et al.  The completion of locally refined simplicial partitions created by bisection , 2008, Math. Comput..

[11]  C. Carstensen QUASI-INTERPOLATION AND A POSTERIORI ERROR ANALYSIS IN FINITE ELEMENT METHODS , 1999 .

[12]  Rüdiger Verfürth,et al.  A posteriori error estimation and adaptive mesh-refinement techniques , 1994 .

[13]  J. Oden,et al.  A Posteriori Error Estimation in Finite Element Analysis , 2000 .

[14]  Junping Wang,et al.  Some new error estimates for Ritz-Galerkin methods with minimal regularity assumptions , 1996, Math. Comput..

[15]  Christian Kreuzer,et al.  Quasi-Optimal Convergence Rate for an Adaptive Finite Element Method , 2008, SIAM J. Numer. Anal..

[16]  Carsten Carstensen,et al.  Each averaging technique yields reliable a posteriori error control in FEM on unstructured grids. Part I: Low order conforming, nonconforming, and mixed FEM , 2002, Math. Comput..

[17]  W. Dörfler A convergent adaptive algorithm for Poisson's equation , 1996 .