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Energy-variational solutions for geodynamical two-phase flows -- From logarithmic to double-obstacle potentials by variational convergence

Fan Cheng, Robert Lasarzik, Marita Thomas

TL;DR

The paper develops an energy-variational solution (EVS) framework for a geodynamical two-phase flow described by a coupled Cahn–Hilliard–type phase-field model and Maxwell-type stress evolution, incorporating a non-constant mobility. It introduces an auxiliary energy variable $E$ and a regularity weight $\mathcal{K}$ to obtain a relative energy-dissipation inequality, and proves existence of EVS for both regularized ($\gamma>0$) and non-regularized ($\gamma=0$) settings with a logarithmic phase-field potential. A core contribution is the variational limit from a logarithmic potential to a double-obstacle potential via Mosco convergence, enabling the phase-field to reach pure phases while remaining well-posed under variational convergence methods. The EVS framework is shown to be compatible with, and indeed finer than, dissipative solutions, preserving a semi-flow property and enabling robust limit passages; this yields a consistent pathway to double-obstacle models and supports variational convergence analyses in geophysical multiphase flows.

Abstract

In [Cheng, Lasarzik, Thomas 2025 ARXIV-Preprint 2509.25508], we studied a Cahn--Hilliard two-phase model describing the flow of two viscoelastoplastic fluids in the framework of dissipative solutions using a logarithmic potential for the phase-field variable. This choice of potential has the effect that the fluid mixture cannot fully separate into two pure phases. The notion of dissipative solutions is based on a relative energy-dissipation inequality featuring a suitable regularity weight. In this way, this is a very weak solution concept. In the present work, we study the well-posedness of the geodynamical two-phase flow in the notion of energy-variational solutions. They feature an additional scalar energy variable that majorizes the system energy along solutions and they are further characterized by a variational inequality that combines an energy-dissipation estimate with the weak formulation of the system adding an error term that accounts for the mismatch between the energy variable and the system energy multiplied by a suitable regularity weight. We give a comparison of these two concepts. We further study different phase-field potentials for the geodynamical two-phase flow model. In particular, we address the variational limit from a potential with a logarithmic contribution to a double-obstacle potential, then also allowing for the emergence of pure phases. This study underlines that, thanks to its structure, the energy-variational solution is better suited for variational convergence methods than the dissipative solution.

Energy-variational solutions for geodynamical two-phase flows -- From logarithmic to double-obstacle potentials by variational convergence

TL;DR

The paper develops an energy-variational solution (EVS) framework for a geodynamical two-phase flow described by a coupled Cahn–Hilliard–type phase-field model and Maxwell-type stress evolution, incorporating a non-constant mobility. It introduces an auxiliary energy variable and a regularity weight to obtain a relative energy-dissipation inequality, and proves existence of EVS for both regularized () and non-regularized () settings with a logarithmic phase-field potential. A core contribution is the variational limit from a logarithmic potential to a double-obstacle potential via Mosco convergence, enabling the phase-field to reach pure phases while remaining well-posed under variational convergence methods. The EVS framework is shown to be compatible with, and indeed finer than, dissipative solutions, preserving a semi-flow property and enabling robust limit passages; this yields a consistent pathway to double-obstacle models and supports variational convergence analyses in geophysical multiphase flows.

Abstract

In [Cheng, Lasarzik, Thomas 2025 ARXIV-Preprint 2509.25508], we studied a Cahn--Hilliard two-phase model describing the flow of two viscoelastoplastic fluids in the framework of dissipative solutions using a logarithmic potential for the phase-field variable. This choice of potential has the effect that the fluid mixture cannot fully separate into two pure phases. The notion of dissipative solutions is based on a relative energy-dissipation inequality featuring a suitable regularity weight. In this way, this is a very weak solution concept. In the present work, we study the well-posedness of the geodynamical two-phase flow in the notion of energy-variational solutions. They feature an additional scalar energy variable that majorizes the system energy along solutions and they are further characterized by a variational inequality that combines an energy-dissipation estimate with the weak formulation of the system adding an error term that accounts for the mismatch between the energy variable and the system energy multiplied by a suitable regularity weight. We give a comparison of these two concepts. We further study different phase-field potentials for the geodynamical two-phase flow model. In particular, we address the variational limit from a potential with a logarithmic contribution to a double-obstacle potential, then also allowing for the emergence of pure phases. This study underlines that, thanks to its structure, the energy-variational solution is better suited for variational convergence methods than the dissipative solution.
Paper Structure (23 sections, 15 theorems, 186 equations)

This paper contains 23 sections, 15 theorems, 186 equations.

Key Result

Lemma 2.8

zbMATH07834723 Let $f\in L_{\mathrm{loc}}^{1}(0,T)$, $g\in L_{\mathrm{loc}}^{\infty}(0,T)$ and $g_{0}\in\mathbb{R}$. Then the following two statements are equivalent: 1. The inequality holds for all $\phi\in C_{0}^{\infty}([0,T))$ with $\phi\geq0$. 2. The inequality holds for a.e. $s<t\in[0,T)$, including $s=0$ if we replace $g(0)$ with $g_{0}$. If one of these condition is satisfied, then $g$ c

Theorems & Definitions (41)

  • Lemma 2.8
  • Definition 3.1: Energy-variational solution for the general system \ref{['intro:Eq']}
  • Definition 3.2: Dissipative solutions for general system \ref{['intro:Eq']}
  • Definition 3.3: Energy-variational solution for the geodynamical two-phase system \ref{['sys:two phase']}
  • Remark 3.4
  • Remark 3.5: Semi-flow property
  • Proposition 3.6
  • proof
  • Proposition 3.7
  • proof
  • ...and 31 more