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Finite Elements with weighted bases for the fractional Laplacian

Félix del Teso, Stefano Fronzoni, David Gómez-Castro

TL;DR

The authors address the Dirichlet problem for the fractional Laplacian $(-\Delta)^s$ with $s\in(0,1)$ by introducing a weighted finite element basis $\delta^s\times$(piecewise linear) to exploit enhanced regularity of $u/\delta^s$ near the boundary. They prove $H^s$-convergence rates up to $h^{2-s}$ (with a $|\log h|^{1/2}$ factor) under suitable smoothness of the right-hand side and domain, and obtain $L^2$-rates via an Aubin–Nitsche argument, under stronger regularity assumptions. The method relies on over-triangulations, a regularized distance $\delta$, and a Céa-type bound with a tailored interpolant, achieving significantly improved performance over standard $PL$ bases for fractional problems. Numerical experiments in 1D corroborate the theoretical rates and illustrate the boundary-accurate behavior of the weighted basis. Overall, the work provides a rigorous, implementable framework for high-accuracy FEM approximations of nonlocal Dirichlet problems in bounded domains, with potential extensions to broader nonlocal operators.

Abstract

This work presents a numerical study of the Dirichlet problem for the fractional Laplacian $(-Δ)^s$ with $s\in(0,1)$ using Finite Element methods with non-standard bases. Classical approaches based on piece-wise linear basis yield $h^{\frac 1 2}$ convergence rates in the Sobolev-Slobodeckij norm $H^s$ due to the limited boundary regularity of the solution $u(x)$, which behaves like $\operatorname{dist}(x,\mathbb{R}^d\setminus Ω)^s$, where $h$ is the diameter of the mesh elements. To overcome this limitation, we propose a novel Finite Element basis of the form $δ^s \times ($piece-wise linear functions$)$, where $δ$ is any suitably smooth approximation of $\operatorname{dist}(x,\mathbb{R}^d\setminus Ω)$. This exploits the improved regularity of $u/δ^s$, achieving higher convergence rates. Under standard smoothness assumptions the method attains an order $h^{2-s}$ on quasi-uniform meshes, improving the rates with the piece-wise linear basis. We provide a rigorous theoretical error analysis with explicit rates and validate it through numerical experiments.

Finite Elements with weighted bases for the fractional Laplacian

TL;DR

The authors address the Dirichlet problem for the fractional Laplacian with by introducing a weighted finite element basis (piecewise linear) to exploit enhanced regularity of near the boundary. They prove -convergence rates up to (with a factor) under suitable smoothness of the right-hand side and domain, and obtain -rates via an Aubin–Nitsche argument, under stronger regularity assumptions. The method relies on over-triangulations, a regularized distance , and a Céa-type bound with a tailored interpolant, achieving significantly improved performance over standard bases for fractional problems. Numerical experiments in 1D corroborate the theoretical rates and illustrate the boundary-accurate behavior of the weighted basis. Overall, the work provides a rigorous, implementable framework for high-accuracy FEM approximations of nonlocal Dirichlet problems in bounded domains, with potential extensions to broader nonlocal operators.

Abstract

This work presents a numerical study of the Dirichlet problem for the fractional Laplacian with using Finite Element methods with non-standard bases. Classical approaches based on piece-wise linear basis yield convergence rates in the Sobolev-Slobodeckij norm due to the limited boundary regularity of the solution , which behaves like , where is the diameter of the mesh elements. To overcome this limitation, we propose a novel Finite Element basis of the form piece-wise linear functions, where is any suitably smooth approximation of . This exploits the improved regularity of , achieving higher convergence rates. Under standard smoothness assumptions the method attains an order on quasi-uniform meshes, improving the rates with the piece-wise linear basis. We provide a rigorous theoretical error analysis with explicit rates and validate it through numerical experiments.

Paper Structure

This paper contains 31 sections, 10 theorems, 89 equations, 5 figures, 2 tables.

Key Result

Lemma 1.7

Let $s\in(0,1)$, $\partial\Omega\in C^{1,1}$ and $\delta$ satisfy as:delta with $\sigma=1$. Then $V_h \subset V$.

Figures (5)

  • Figure 1: Example of over-triangulation.
  • Figure 2: FEM vs. WFEM basis function on $\Omega=(-1,1)$ for $s=0.2$ and $h=0.25$
  • Figure 3: Comparison between explicit solution \ref{['eq:explicitSol']}, piece-wise linear interpolation $I_h u^\ast$ and $J_h u^\ast$, defined in \ref{['eq:competitor']}, for different choices of the function $\delta$. $\Omega=\Omega_h=(-1,1)$, uniform meshes with $h=|\Omega|/2^4$.
  • Figure 4: WFEM computational errors. $\Omega = \Omega_h = (-1,1)$, $f=1$, and $\delta(x)=1-|x|^4$.
  • Figure 5: WFEM computational errors. $\Omega = (-1+\varepsilon,1-\varepsilon)$, $\varepsilon=10^{-10}$, $f$ given by \ref{['eq:RHS parabola']}, $\delta(x)=1-|x|^4$, and $u^* = (1-|x|^2)_+$.

Theorems & Definitions (28)

  • Remark 1.1
  • Remark 1.2
  • Remark 1.3: Explicit solution for $f = 1$ and $\Omega$ a ball
  • Remark 1.4
  • Remark 1.5
  • Remark 1.6
  • Lemma 1.7
  • Remark 1.8
  • Theorem 1.9
  • Corollary 1.10
  • ...and 18 more