DG = FEM + flat elements, Part I: Diffusion
Pith reviewed 2026-05-20 07:42 UTC · model grok-4.3
The pith
Adding vanishing-thickness dummy elements with scaled diffusion turns FEM into Babuška-Zlámal DG for Poisson problems.
A machine-rendered reading of the paper's core claim, the machinery that carries it, and where it could break.
Core claim
The central discovery is that by inserting a vanishing-thickness layer of dummy elements along cell interfaces and setting the diffusion coefficient on these elements proportional to their thickness, the standard FEM formulation converges exactly to the Babuška-Zlámal discontinuous Galerkin method with trapezoidal edge quadrature as the thickness tends to zero, yielding optimal H¹ and L² error estimates.
What carries the argument
Vanishing-thickness dummy elements with diffusion coefficient proportional to thickness, handled via tempered finite element (TFEM) framework for degenerate Jacobians.
Load-bearing premise
The mathematical limit of dummy-element thickness to zero, with the chosen trapezoidal quadrature and tempered treatment of degenerate Jacobians, recovers the target DG scheme without introducing consistency or stability errors.
What would settle it
Numerical tests in which the dummy element thickness is successively reduced and the difference between the FEM solution and a reference DG solution fails to approach zero at the expected rate.
Figures
read the original abstract
We establish a simple, rigorous, and easy to implement connection between the classical continuous finite element method (FEM) and the discontinuous Galerkin (DG) method for Poisson's problem. The key idea is to insert a vanishing-thickness layer of "dummy" elements along cell interfaces. By modifying the diffusion coefficient on these elements to be proportional to their thickness, we prove the FEM formulation converges to Babu\v{s}ka-Zl\'amal DG with trapezoidal edge quadrature. The scheme is trivial to implement by (i) a mesh edit that introduces degenerate interface elements and (ii) a single Jacobian threshold in an otherwise unmodified FEM code to handle the degenerate elements via the tempered finite element (TFEM) framework. We provide a rigorous derivation of the resulting TFEM-DG scheme, prove optimal $H^1$ and $L^2$ error estimates, and present numerical experiments in 2D and 3D. The method allows for simple implementation of DG in a FEM code and even adaptive element-by-element switching between FEM and DG with minimal coding effort. The framework is readily extensible, as we will demonstrate in a companion paper dedicated to evolutionary nonlinear first-order hyperbolic systems.
Editorial analysis
A structured set of objections, weighed in public.
Referee Report
Summary. The manuscript establishes a connection between continuous FEM and DG methods for the Poisson problem by inserting a vanishing-thickness layer of dummy flat elements along cell interfaces and scaling the diffusion coefficient proportionally to element thickness. This modification causes the standard FEM variational form to converge to the Babuška-Zlámal DG scheme with trapezoidal edge quadrature. Implementation requires only a mesh edit to add degenerate interface elements and a Jacobian threshold within the tempered finite element (TFEM) framework. The authors provide a rigorous derivation of the resulting TFEM-DG scheme, prove optimal H¹ and L² error estimates, and include supporting numerical experiments in 2D and 3D. The approach enables straightforward DG implementation in FEM codes and element-wise adaptive switching between the methods.
Significance. If the central limit argument holds, the result is significant for providing a practical and mathematically grounded bridge between FEM and DG discretizations. It allows DG to be realized with minimal modifications to existing FEM software and supports adaptive FEM-DG switching. The rigorous derivation, optimal error estimates, and 2D/3D experiments strengthen the contribution; the promised extensibility to nonlinear hyperbolic systems in a companion paper could increase its broader utility in numerical PDEs.
major comments (2)
- [Derivation of TFEM-DG scheme and limit process] The convergence argument for the vanishing-thickness limit (described in the derivation of the TFEM-DG scheme): the tempered Jacobian thresholding must be shown to commute with ε → 0 without producing a non-vanishing O(1) perturbation in the interface integrals. An explicit estimate bounding any threshold-induced remainder term is needed to confirm exact recovery of the target DG formulation and to support the subsequent consistency analysis.
- [Proof of optimal error estimates] The optimal H¹ and L² error estimates: these implicitly assume that the Jacobian threshold introduces no additional consistency or stability error that survives the limit. Without a uniform bound on the threshold remainder, the estimates may not hold at the claimed rates; a concrete test or additional analysis isolating this effect would be required.
minor comments (2)
- [Implementation section] Clarify the precise definition and application of the Jacobian threshold (e.g., the cutoff value and its dependence on ε) with a short algorithmic description or pseudocode to aid reproducibility.
- [Throughout manuscript] Check notation consistency for the scaled diffusion coefficient and the thickness parameter ε across the derivation and numerical sections.
Simulated Author's Rebuttal
We thank the referee for the careful reading of our manuscript and the constructive comments. We address each of the major comments below. We agree that the analysis of the Jacobian threshold in the vanishing limit requires additional rigor, and we will revise the manuscript accordingly to include the requested estimates.
read point-by-point responses
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Referee: The convergence argument for the vanishing-thickness limit (described in the derivation of the TFEM-DG scheme): the tempered Jacobian thresholding must be shown to commute with ε → 0 without producing a non-vanishing O(1) perturbation in the interface integrals. An explicit estimate bounding any threshold-induced remainder term is needed to confirm exact recovery of the target DG formulation and to support the subsequent consistency analysis.
Authors: We thank the referee for pointing this out. Upon re-examination, our current derivation shows that the dummy element contributions vanish as ε → 0, but we acknowledge that an explicit bound on the remainder due to the Jacobian threshold is not provided. In the revised version, we will add a lemma establishing that the threshold-induced perturbation in the interface integrals is bounded by Cε, which vanishes in the limit. This will confirm that the TFEM-DG scheme exactly recovers the Babuška-Zlámal formulation without O(1) terms, supporting the consistency analysis. revision: yes
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Referee: The optimal H¹ and L² error estimates: these implicitly assume that the Jacobian threshold introduces no additional consistency or stability error that survives the limit. Without a uniform bound on the threshold remainder, the estimates may not hold at the claimed rates; a concrete test or additional analysis isolating this effect would be required.
Authors: We agree with this assessment. The error estimates in the manuscript are derived assuming the limit process is exact. By incorporating the explicit estimate from the first comment, we will show that any additional error from the threshold is of higher order and does not affect the optimal convergence rates. We will include this in the revised proof of the error estimates and, if appropriate, add a numerical test isolating the threshold effect in the experiments section. revision: yes
Circularity Check
No circularity: derivation proceeds by explicit limit and independent proof
full rationale
The paper derives the DG scheme from FEM by inserting a vanishing-thickness dummy-element layer, scaling the diffusion coefficient proportionally to thickness, and taking the mathematical limit of the resulting variational form while applying a Jacobian threshold for degenerate elements. It then proves optimal H¹ and L² estimates directly from this construction. No step reduces by definition to its own inputs, renames a fitted quantity as a prediction, or relies on a load-bearing self-citation whose validity is presupposed by the present work; the central claim rests on an explicit convergence argument that is self-contained once the limit and quadrature choices are stated.
Axiom & Free-Parameter Ledger
axioms (1)
- domain assumption The limit of the modified FEM variational form as dummy thickness tends to zero equals the Babuška-Zlámal DG formulation with trapezoidal quadrature.
invented entities (1)
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dummy flat elements
no independent evidence
Lean theorems connected to this paper
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IndisputableMonolith/Foundation/RealityFromDistinction.leanreality_from_one_distinction unclear?
unclearRelation between the paper passage and the cited Recognition theorem.
insert a vanishing-thickness layer of dummy elements along cell interfaces and modifying the diffusion coefficient to be proportional to their thickness... converges to the Babuška-Zlámal DG scheme with trapezoidal edge quadrature
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IndisputableMonolith/Cost/FunctionalEquation.leanwashburn_uniqueness_aczel unclear?
unclearRelation between the paper passage and the cited Recognition theorem.
Jacobian threshold... tempered finite element (TFEM) framework
What do these tags mean?
- matches
- The paper's claim is directly supported by a theorem in the formal canon.
- supports
- The theorem supports part of the paper's argument, but the paper may add assumptions or extra steps.
- extends
- The paper goes beyond the formal theorem; the theorem is a base layer rather than the whole result.
- uses
- The paper appears to rely on the theorem as machinery.
- contradicts
- The paper's claim conflicts with a theorem or certificate in the canon.
- unclear
- Pith found a possible connection, but the passage is too broad, indirect, or ambiguous to say the theorem truly supports the claim.
Reference graph
Works this paper leans on
-
[1]
Douglas Arnold, Franco Brezzi, Bernardo Cockburn, and L. Marini. Unified Analysis of Discontin- uous Galerkin Methods for Elliptic Problems.SIAM J. Numer. Anal., 39:1749–1779, 07 2006
work page 2006
-
[2]
The finite element method with penalty.J
Ivo Babuˇ ska. The finite element method with penalty.J. Math. Comput., 27(122):221–228, 1973
work page 1973
-
[3]
Nonconforming elements in the finite element method with penalty
Ivo Babuˇ ska and Miloˇ s Zl´ amal. Nonconforming elements in the finite element method with penalty. SIAM J. Numer. Anal., 10(5):863–875, 1973
work page 1973
-
[4]
Grigory I. Barenblatt. The mathematical theory of equilibrium cracks in brittle fracture.Adv. Appl. Mech., 7:55–129, 1962
work page 1962
-
[5]
A weakly over-penalized symmetric interior penalty method.Electron
Susanne Brenner, Luke Owens, Li-Yeng And, and Li-yeng Sung. A weakly over-penalized symmetric interior penalty method.Electron. Trans. Numer. Anal., 30:107 – 127, 01 2008
work page 2008
-
[6]
Tianheng Chen and Chi-Wang Shu. Review of entropy stable discontinuous Galerkin methods for systems of conservation laws on unstructured simplex meshes.CSIAM Trans. Appl. Math., 1(1):1–52, Apr. 2020
work page 2020
-
[7]
Ciarlet.The Finite Element Method for Elliptic Problems
Philippe G. Ciarlet.The Finite Element Method for Elliptic Problems. Society for Industrial and Applied Mathematics (SIAM), Philadelphia, 2002
work page 2002
-
[8]
The Runge–Kutta discontinuous Galerkin method for con- servation laws v: Multidimensional systems.J
Bernardo Cockburn and Chi-Wang Shu. The Runge–Kutta discontinuous Galerkin method for con- servation laws v: Multidimensional systems.J. Comput. Phys., 141(2):199–224, 1998
work page 1998
-
[9]
Miguel de Francisco and Ignacio Carol. Displacement-based and hybrid formulations of zero-thickness mortar/interface elements for unmatched meshes, with application to fracture mechanics.Int. J. Numer. Methods Eng., 2020
work page 2020
-
[10]
Donald S. Dugdale. Yielding of steel sheets containing slits.J. Mech. Phys. Solids, 8(2):100–104, 1960
work page 1960
-
[11]
Rodrigo Durand and Felipe H. B. Trinidade da Silva. Three-dimensional modeling of fracture in quasi-brittle materials using plasticity and cohesive finite elements.Int. J. Fract., 228:45–70, 2021
work page 2021
-
[12]
Daniel Garolera, Ignasi Aliguer, J. M. Segura, Ignacio Carol, M. R. Lakshmikantha, and J. Alvarellos. Zero-thickness interface elements with h–m coupling: formulation and applications in geomechanics. InXII International Conference on Computational Plasticity (COMPLAS XII), pages 1–12. CIMNE, 2013
work page 2013
-
[13]
Gmsh: A 3-D finite element mesh generator with built-in pre- and post-processing facilities.Int
Christophe Geuzaine and Jean-Fran¸ cois Remacle. Gmsh: A 3-D finite element mesh generator with built-in pre- and post-processing facilities.Int. J. Numer. Methods Eng., 79:1309 – 1331, 09 2009
work page 2009
-
[14]
Farzaneh Ghalamzan Esfahani and Alessandro Gajo. A zero-thickness interface element incorporat- ing hydro–chemo–mechanical coupling and rate-dependency.Acta Geotech., 19:197–220, 2024
work page 2024
-
[15]
Intel Corporation. PARDISO - Parallel Direct Sparse Solver Interface.https://www.intel.com/ content/www/us/en/docs/onemkl/developer-reference-c/2023-0/pardiso.html. 19
work page 2023
-
[16]
Kyoungsoo Park and Glaucio H. Paulino. Cohesive zone models: A critical review of traction– separation relationships across fracture surfaces.Appl. Mech. Rev., 64(6):060802, 2011
work page 2011
-
[17]
The tempered finite element method.J
Antoine Quiriny, V´ aclav Kuˇ cera, Jonathan Lambrechts, Nicolas Mo¨ es, and Jean-Fran¸ cois Remacle. The tempered finite element method.J. Comput. Phys., 549, 2026
work page 2026
-
[18]
William H. Reed and Thomas R. Hill. Triangular mesh methods for the neutron transport equation. Technical Report LA-UR-73-479, Los Alamos Scientific Laboratory, 1973
work page 1973
-
[19]
A brief survey on discontinuous Galerkin methods in computational fluid dynamics
Chi-Wang Shu. A brief survey on discontinuous Galerkin methods in computational fluid dynamics. Adv. Mech., 43(6):541–553, 2013. 20
work page 2013
discussion (0)
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