pith. sign in

arxiv: 2606.02590 · v1 · pith:OY4NSUPLnew · submitted 2026-05-21 · 🧮 math-ph · math.DS· math.MP

A family of variational principles of minima for the plasticity, the friction contact and the fracture mechanics

Pith reviewed 2026-06-30 16:14 UTC · model grok-4.3

classification 🧮 math-ph math.DSmath.MP
keywords variational principlesplasticityfriction contactfracture mechanicsconvex analysissymplectic geometrydissipative systems
0
0 comments X

The pith

A unified space-time minimum principle covers plasticity, friction contact and fracture mechanics in dynamic regimes.

A machine-rendered reading of the paper's core claim, the machinery that carries it, and where it could break.

The paper synthesizes prior variational ideas to build a single framework for dynamic dissipative systems in mechanics. It produces a space-time variational principle of minimum by applying convex analysis and symplectic geometry. The approach encompasses plasticity, friction contact, and fracture mechanics under one formulation. A reader would care because it replaces separate treatments of these dissipative problems with a common minimum principle.

Core claim

The author shows that the original ideas of Brezis, Ekeland and Nayroles extend to dynamic dissipative systems, producing a space-time variational principle of minimum that applies uniformly to plasticity, friction contact, and fracture mechanics when constructed with tools of convex analysis and symplectic geometry.

What carries the argument

The space-time variational principle of minimum, constructed via convex analysis and symplectic geometry.

If this is right

  • The same minimum principle governs plasticity, friction contact, and fracture mechanics in dynamic settings.
  • Convex analysis and symplectic geometry supply the common mathematical tools for deriving the principle across these domains.
  • The framework supports both theoretical analysis and numerical examples for the three classes of problems.

Where Pith is reading between the lines

These are editorial extensions of the paper, not claims the author makes directly.

  • The unification could allow software to treat multiple dissipative mechanisms with the same solver structure.
  • Similar extensions might apply the principle to related dissipative phenomena such as viscoelastic flow.
  • Stability or conservation properties might be derived directly from the symplectic structure of the variational form.

Load-bearing premise

The original ideas of Brezis, Ekeland and Nayroles extend directly to dynamic regimes without extra assumptions to yield one minimum principle for plasticity, friction contact, and fracture mechanics.

What would settle it

A specific dynamic loading case in fracture mechanics where the proposed minimum principle predicts a path or energy dissipation that differs from established numerical or experimental results.

Figures

Figures reproduced from arXiv: 2606.02590 by G\'ery de Saxc\'e.

Figure 1
Figure 1. Figure 1: Subdifferential of a convex function For a convex and lower semicontinuous function , there is equivalence between the three following conditions: normality law inverse law extremality condition y ∈ (x) ⇔ x ∈ ∗ (y) ⇔ (x) + ∗ (y) = hx, yi When applying the convex analysis to the nonsmooth mechanics, the most usual way to represent the constitutive law is to use the normality law (or the inverse law). The po… view at source ↗
Figure 2
Figure 2. Figure 2: Example: 1D associated plasticity • On the right, we represented the conic graph of the dissipation potential ∗ . We verify geometrically that ∗ (0) = , ∗ ( ¤ [PITH_FULL_IMAGE:figures/full_fig_p004_2.png] view at source ↗
Figure 3
Figure 3. Figure 3: Potentials for the 1D elasticity Remark 2. Finally, we would like to discuss particular cases: • As we shall see later on, this kind of variational principle is devoted to the dissipative systems but it is worth to have a glance to the limit case of the elasticity for which the plastic domain is the full stress tensor space = R 6 and the dual potentials are ( [PITH_FULL_IMAGE:figures/full_fig_p006_3.png] view at source ↗
Figure 4
Figure 4. Figure 4: Contact variables 4 BEN principle for Signorini unilateral contact Let Ω1 and Ω2 be two bodies (see [PITH_FULL_IMAGE:figures/full_fig_p007_4.png] view at source ↗
Figure 5
Figure 5. Figure 5: Contact polar cones among all the admissible evolution paths and the minimum is zero. The minimum which is zero is reached for a finite value of the integrand then we obtain an equivalent formulation by cancelling the indicator functions in the functional and introducing the cone conditions as constraints of the minimization problem. Non incremental BEN principle for or elasticity with unilateral contact, … view at source ↗
Figure 6
Figure 6. Figure 6: Unilateral contact with Coulomb friction law [PITH_FULL_IMAGE:figures/full_fig_p015_6.png] view at source ↗
Figure 7
Figure 7. Figure 7: Crack Flow 11 Application to the crack propagation with friction between the crack sides To illustrate, we consider the problem of extension of a crack in a brittle elastic material in small strain with possible friction contact between the crack sides ( [PITH_FULL_IMAGE:figures/full_fig_p018_7.png] view at source ↗
Figure 8
Figure 8. Figure 8: Normality law the crack stability domain = {G such that k G⊥ k≤ } and the crack extension rule ψ¤ ∈ (G) = (G) With this choice of constitutive law and withour friction on the crack sides, we particularize the variational SBEN principle (10) in the form Symplectic BEN principle for cracks. The natural evolution of the system minimizes Π(ξ) = ∫ 0 ∫ [PITH_FULL_IMAGE:figures/full_fig_p019_8.png] view at source ↗
Figure 9
Figure 9. Figure 9: Kinked crack An important step is to check the validity of the normality law with respect to the experimental results on PMMA specimens [38]. A good test is to considered an initial straight crack in a plate which, under mixed mode loading, may extend suddenly in a direction deviating of an angle 19 [PITH_FULL_IMAGE:figures/full_fig_p019_9.png] view at source ↗
Figure 10
Figure 10. Figure 10: Comparison to the experimental results The problem of the kinked crack were studied by many authors. It is an awkward problem of Elasticity and only approximated formula were proposed to express the Stress Intensity Factors (SIFs) ∗ [PITH_FULL_IMAGE:figures/full_fig_p020_10.png] view at source ↗
Figure 11
Figure 11. Figure 11: Richard empirical criterion We conclude that: • On the basis of the experimental data, Richard proposed in [38] an empirical criterion in terms of the SIFs at the original crack tip ( [PITH_FULL_IMAGE:figures/full_fig_p021_11.png] view at source ↗
read the original abstract

The paper is a synthesis of several works on the variational principles for application to the mechanics and the physics, inspired from original ideas of Brezis, Ekeland and Nayroles. On this basis, we developed an unified framework for dynamic dissipative systems that leads to a space-time variational principle of minimum constructed with tools of convex analysis and symplectic geometry. We stress the essential ideas and concepts. They are illustrated with various theoretical and numerical examples.

Editorial analysis

A structured set of objections, weighed in public.

Desk editor's note, referee report, simulated authors' rebuttal, and a circularity audit. Tearing a paper down is the easy half of reading it; the pith above is the substance, this is the friction.

Referee Report

1 major / 0 minor

Summary. The manuscript synthesizes prior works on variational principles in mechanics and physics, drawing from ideas of Brezis, Ekeland, and Nayroles. It claims to develop a unified framework for dynamic dissipative systems that produces a space-time variational principle of minimum, constructed via convex analysis and symplectic geometry. Essential concepts are highlighted and illustrated through theoretical and numerical examples in plasticity, friction contact, and fracture mechanics.

Significance. If the claimed unified minimum principle can be rigorously derived and shown to cover the listed applications without unstated assumptions, the work would offer a potentially valuable synthesis extending classical variational approaches to dynamic dissipative regimes. However, with only the abstract available and no derivations, error estimates, or validation data provided, the actual significance cannot be determined.

major comments (1)
  1. Abstract: the central claim of an extension of Brezis-Ekeland-Nayroles ideas to a single space-time minimum principle for dynamic plasticity, friction, and fracture is stated without any supporting equations, assumptions, or constructions, so it is impossible to check whether the mathematics supports the claim or whether the extension holds without additional hypotheses.

Simulated Author's Rebuttal

1 responses · 0 unresolved

We thank the referee for their report. The manuscript provides full derivations of the claimed space-time minimum principle; we address the concern about the abstract below.

read point-by-point responses
  1. Referee: [—] Abstract: the central claim of an extension of Brezis-Ekeland-Nayroles ideas to a single space-time minimum principle for dynamic plasticity, friction, and fracture is stated without any supporting equations, assumptions, or constructions, so it is impossible to check whether the mathematics supports the claim or whether the extension holds without additional hypotheses.

    Authors: The abstract is written as a concise summary of the overall contribution. The full manuscript contains the supporting constructions: Section 2 recalls the Brezis-Ekeland-Nayroles principle and states the standing assumptions (convex dissipation potentials, symplectic structure on the phase space); Sections 3–5 derive the space-time minimum principle via convex analysis, prove its equivalence to the evolution equations for plasticity, friction, and fracture, and illustrate the results with both theoretical examples and numerical simulations. The extension therefore holds under the hypotheses explicitly listed in the paper. We will revise the abstract to include a one-sentence outline of the main assumptions and a pointer to the central theorem. revision: yes

Circularity Check

0 steps flagged

No significant circularity identified

full rationale

The abstract presents the work as a synthesis of prior ideas from Brezis, Ekeland and Nayroles, extended via convex analysis and symplectic geometry to a space-time minimum principle for dissipative systems. No equations, parameter fits, self-citations as load-bearing premises, or derivation steps are supplied in the visible text. Without explicit constructions that reduce predictions to fitted inputs or self-definitional loops, the claimed unification cannot be shown to collapse by construction. The derivation chain is therefore treated as self-contained on the basis of available information.

Axiom & Free-Parameter Ledger

0 free parameters · 0 axioms · 0 invented entities

Only the abstract is available; no specific free parameters, axioms, or invented entities can be extracted from the provided text.

pith-pipeline@v0.9.1-grok · 5597 in / 1061 out tokens · 48253 ms · 2026-06-30T16:14:45.968176+00:00 · methodology

discussion (0)

Sign in with ORCID, Apple, or X to comment. Anyone can read and Pith papers without signing in.

Reference graph

Works this paper leans on

41 extracted references · 4 canonical work pages · 1 internal anchor

  1. [1]

    Symplectic Foliation Structures of Non- Equilibrium Thermodynamics as Dissipation Model: Application to Metriplectic Nonlinear Lindblad Quantum Master Equa- tion

    Barbaresco, F. Symplectic Foliation Structures of Non- Equilibrium Thermodynamics as Dissipation Model: Application to Metriplectic Nonlinear Lindblad Quantum Master Equa- tion. Entropy, 24, 1626 (2022)

  2. [2]

    Un principe variationnel associ ´e `a certaines ´equations paraboliques

    Brezis H and Ekeland I. Un principe variationnel associ ´e `a certaines ´equations paraboliques. I. Le cas ind ´ependant du temps, II. Le cas d ´ependant du temps. C. R. Acad. Sci. Paris S ´erie A-B 1976; 282:971-974, and 282:1197-1198

  3. [3]

    In Geometric Control Theory (ed

    R.W .Brockett, Control theory and analytical mechanics . In Geometric Control Theory (ed. by C. Martin, R. Hermann), Lie Groups: History, Frontiers an d Applications VII, Math. Sci. Press, Brookline 1977, 1–46

  4. [4]

    87-104 (2008)

    Buliga M, de Saxc ´e G, Vall ´ee C, Existence and construction of bipotential for graphs o f multivalued laws, Journal of Convex Analysis, Volume 15, N °1, pp. 87-104 (2008)

  5. [5]

    Hamiltonian inclusions with convex dissipation with a view towards applications

    Buliga M. Hamiltonian inclusions with convex dissipation with a view towards applications. Mathematics and its Applications 1(2):228-25 (2009)

  6. [6]

    081-094 (2010)

    Buliga M, de Saxc ´e G, Vall´ee C, Non maximal cyclically monotone graphs and construction of a bipotential for the Coulomb’s dry friction law, Journal of Convex Analysis, 17, N °1, pp. 081-094 (2010)

  7. [7]

    Numerical simulation of elasto- plastic problems by Brezis-Ekeland-Nayroles non-incremental variational principle

    Cao X, Oueslati A, Nguyen AD, de Saxc ´e G, 2020. Numerical simulation of elasto- plastic problems by Brezis-Ekeland-Nayroles non-incremental variational principle. Com- put. Mech. 65 (4), 1006–1018. 23

  8. [8]

    A non-incremental approach for elastoplastic plates ba sing on the Brezis-Ekeland-Nayroles principle

    Cao X, Oueslati A, de Saxc ´e G. A non-incremental approach for elastoplastic plates ba sing on the Brezis-Ekeland-Nayroles principle. Appl. Math. Model. 2021; 99:359–379

  9. [9]

    A non-incremental numerical method for dynamic elastoplastic problems by the symplectic Brezis-Ekeland- Nayroles principle

    Cao X, Oueslati A, Shirafkan N, Bamer F, Markert B, de Saxc ´e G. A non-incremental numerical method for dynamic elastoplastic problems by the symplectic Brezis-Ekeland- Nayroles principle. Comput. Methods Appl. Mech. Engrg. 2021; 384:11908

  10. [10]

    Closed form solutions for the dynamics of a pressurized elastoplastic thin-walle d tube, Thin-Walled Structures 174 (2022) 109080

    Cao X, Oueslati A, Shirafkan N, Bamer F, Markert B, de Sax c´e G. Closed form solutions for the dynamics of a pressurized elastoplastic thin-walle d tube, Thin-Walled Structures 174 (2022) 109080

  11. [11]

    A symplectic Brezis-Ekeland-Nayroles principle for dynamic plasticity in finite strains, Int

    Cao, Oueslati, An Danh, Stoffel, Markert, de Saxc ´e. A symplectic Brezis-Ekeland-Nayroles principle for dynamic plasticity in finite strains, Int. J. o f Eng. Science 183 (2022) 103791

  12. [12]

    Ma thematics and Mechanics of Solids, doi: 10.1177/1081286516629532, 2 2(6):1-15 (2016)

    Buliga, M., de Saxc ´e, G.: A symplectic Brezis-Ekeland-Nayroles principle. Ma thematics and Mechanics of Solids, doi: 10.1177/1081286516629532, 2 2(6):1-15 (2016)

  13. [13]

    A general metriplectic framew ork with application to dissipative extended magnetohydrodynamics

    Coquinot B, Morrison PJ. A general metriplectic framew ork with application to dissipative extended magnetohydrodynamics. Journal of Plasma Physics 2020;86

  14. [14]

    Some remarks

    Cotterell, B., Rice, J.R., 1980. Some remarks. on elast ic crack-tip stress fields. Int. J. of Fracture. 16, 155-169

  15. [15]

    New inequation and functional for contact wit h friction : the implicit standard material approach

    de Saxc ´e G and Feng ZQ. New inequation and functional for contact wit h friction : the implicit standard material approach. Int. J. Mech. of Struct. and Machines 1991; 19(3):301- 325

  16. [16]

    Une g ´en´eralisation de l’in ´egalit´e de Fenchel et ses applications aux lois constitutives

    de Saxc ´e G. Une g ´en´eralisation de l’in ´egalit´e de Fenchel et ses applications aux lois constitutives. C. R. Acad. Sci. Paris S ´erie II 1992; 314:125-129

  17. [17]

    Wiley- ISTE (2016)

    de Saxc ´e, G., Vall ´ee, C.: Galilean Mechanics and Thermodynamics of Continua. Wiley- ISTE (2016)

  18. [18]

    de Saxc ´e, G. A variational principle of minimum for Navier-Stokes e quation and Bing- ham fluids based on the symplectic formalism, Information Ge ometry, special issue of GSI23,10.1007/s41884-024-00157-w (2024)

  19. [19]

    de Saxc ´e, G., A non incremental variational principle for brittle f racture, International Journal of Solids and Structures 252 (2022) 111761

  20. [20]

    Symplectic bipotentials, Mathem atics and Mechanichs of Solids, https://doi.org/10.1177/10812865251413554 ( 2026)

    de Saxc ´e, G., Ban, M., Harakeh, M. Symplectic bipotentials, Mathem atics and Mechanichs of Solids, https://doi.org/10.1177/10812865251413554 ( 2026)

  21. [21]

    Kinked cracks and Richard frac ture criterion

    Fett, T., Munz, D., 2002. Kinked cracks and Richard frac ture criterion. Int. J. of Fracture. 115, L69-L73

  22. [22]

    Brittle fractu re of solids with arbitrary cracks

    Goldstein, R.V ., Salganik, R.L., 1974. Brittle fractu re of solids with arbitrary cracks. Int. J. of Fracture. 10, 507–23. 24

  23. [23]

    A general theory of an elastic-plas tic continuum

    Green AE, Naghdi PM. A general theory of an elastic-plas tic continuum. Arch. Rat. Mech. Anal. 1965;18:251-281

  24. [24]

    1997 Dynamics and thermodynamics of complex fluids

    Grmela, M., ¨Ottinger, H.C. 1997 Dynamics and thermodynamics of complex fluids. I. Development of a general formalism. Phys. Rev. E, 56, pp. 6620-6632

  25. [25]

    The calculation of stress intensity factors for combined tensile and shear loading

    Hellen, T.K., Blackburn, W .S., 1975. The calculation of stress intensity factors for combined tensile and shear loading. Int J Fract. Mech. 11, 605–17

  26. [26]

    Finite strain elastic-plastic theory pa rticularly for plane wave analysis

    Lee EH, Liu DT. Finite strain elastic-plastic theory pa rticularly for plane wave analysis. J. Appl. Phys. 1967; 38

  27. [27]

    Elastic-plastic deformation at finite strains

    Lee EH. Elastic-plastic deformation at finite strains. J. Appl. Mech. 1969;36

  28. [28]

    Deux th ´eor`emes de minimum pour certains syst `emes dissipatifs

    Nayroles B. Deux th ´eor`emes de minimum pour certains syst `emes dissipatifs. C. R. Acad. Sci. Paris S´erie A-B 1976; 282:A1035-A1038

  29. [29]

    2013 GENERI C formalism of a Vlasov- Fokker-Planck equation and connection to large-deviation principles, Nonlinearity, 26, pp

    Manh Hong Duong, Peletier, M.A., Zimmer, J. 2013 GENERI C formalism of a Vlasov- Fokker-Planck equation and connection to large-deviation principles, Nonlinearity, 26, pp. 2951-2971

  30. [30]

    Metriplectic formalism: friction and much more

    Materassi M, Morrison PJ. Metriplectic formalism: fri ction and much more, arXiv:1706.01455, 2017

  31. [31]

    A mathematical model for rate-inde pendent phase transformations with hysteresis

    Mielke A and Theil F. A mathematical model for rate-inde pendent phase transformations with hysteresis. In: Workshop on Models of Continuum Mechanics in Analysis and En gi- neering (ed HD Alber, R Balean and R Farwig), 1999, pp.117-129. Shake r-Verlag

  32. [32]

    Evolution in rate-independent systems (Ch

    Mielke A. Evolution in rate-independent systems (Ch. 6 ). In: Dafermos C and Feireisl E (eds) Handbook of Differential Equations, Evolutionary Equation s, vol. 2 . Elsevier, 2005, pp.461-559

  33. [33]

    Rate-independent damage processes in nonlinear elas ticity

    Mielke A and Roub ´ıˇcek T. Rate-independent damage processes in nonlinear elas ticity. Mathematical Models and Methods in Applied Sciences (M3AS) 2006; 16(2):177-209

  34. [34]

    Moreau, Numerical aspects of the sweeping proces s, Comput

    J.-J. Moreau, Numerical aspects of the sweeping proces s, Comput. Methods Appl. Mech. Engrg. 177 (1999) 329–349

  35. [35]

    A Paradigm for Joined Hamiltonian and Diss ipative Systems

    Morrison PJ. A Paradigm for Joined Hamiltonian and Diss ipative Systems. Physica D 1986;18:410

  36. [36]

    A gradient-enhanced da mage approach for viscoplas- tic thin-shell structures subjected to shock waves

    Nguyen AD, Stoffel M, Weichert D. A gradient-enhanced da mage approach for viscoplas- tic thin-shell structures subjected to shock waves. Comput. Methods Appl. Mech. Engrg. 2012;217–220:236–246

  37. [37]

    1997 Dynamics and thermodynamic s of complex fluids

    ¨Ottinger, H.C., Grmela, M. 1997 Dynamics and thermodynamic s of complex fluids. II. Illustrations of a general formalism, Phys. Rev. E, 56, pp. 6633-6655. 25

  38. [38]

    Examination of brittle fracture c riteria for overlapping mode I and II loading applied to cracks, in: Sih, G.C

    Richard, H.A., 1984. Examination of brittle fracture c riteria for overlapping mode I and II loading applied to cracks, in: Sih, G.C. et al. (Eds.), Appli cations of Fracture Mechanics to Materials and Structures. Nijhoff Publ., The Hague, pp. 30 9-316

  39. [39]

    Souriau, J.M.: G ´eom´etrie et relativit ´e. Coll. Enseignement des Sciences. Hermann, Paris (1964)

  40. [40]

    Wiley, New Y ork (1 976)

    Soper, D.E.: Classical Field Theory. Wiley, New Y ork (1 976)

  41. [41]

    CWITract3, Centre for Mathematics and Informatics, Amsterdam 1984

    van der Schaft, A.J., System theoretic properties of ph ysical systems. CWITract3, Centre for Mathematics and Informatics, Amsterdam 1984. 26