Stefan problem

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In mathematics and its applications, particularly to phase transitions in matter, a Stefan problem (also Stefan task) is a particular kind of boundary value problem for a partial differential equation (PDE), adapted to the case in which a phase boundary can move with time. The classical Stefan problem aims to describe the temperature distribution in a homogeneous medium undergoing a phase change, for example ice passing to water: this is accomplished by solving the heat equation imposing the initial temperature distribution on the whole medium, and a particular boundary condition, the Stefan condition, on the evolving boundary between its two phases. Note that this evolving boundary is an unknown (hyper-)surface: hence, Stefan problems are examples of free boundary problems.

Historical note[edit]

The problem is named after Jožef Stefan, the Slovene physicist who introduced the general class of such problems around 1890, in relation to problems of ice formation. This question had been considered earlier, in 1831, by Lamé and Clapeyron.

Premises to the mathematical description[edit]

From a mathematical point of view, the phases are merely regions in which the solutions of the underlying PDE are continuous and differentiable up to the order of the PDE. In physical problems such solutions represent properties of the medium for each phase. The moving boundaries (or interfaces) are infinitesimally thin surfaces that separate adjacent phases; therefore, the solutions of the underlying PDE and its derivatives may suffer discontinuities across interfaces.

The underlying PDE is not valid at phase change interfaces; therefore, an additional condition—the Stefan condition—is needed to obtain closure. The Stefan condition expresses the local velocity of a moving boundary, as a function of quantities evaluated at both sides of the phase boundary, and is usually derived from a physical constraint. In problems of heat transfer with phase change, for instance, the physical constraint is that of conservation of energy, and the local velocity of the interface depends on the heat flux discontinuity at the interface.

Mathematical formulation[edit]

The one-dimensional one-phase Stefan problem[edit]

Consider an semi-infinite one-dimensional block of ice initially at melting temperature u0 for x ∈ [0,+∞). Heat flux of f(t) is introduced at the left boundary of the domain causing the block to melt down leaving an interval [0,s(t)] occupied by water. The melted depth of the ice block, denoted by s(t), is an unknown function of time; the solution of the Stefan problem consists of finding u and s such that

\frac{\partial u}{\partial t} &= \frac{\partial^2 u}{\partial x^2} &&\text{in } \{(x,t): 0 < x < s(t), t>0\}, && \text{the heat equation},\\
-\frac{\partial u}{\partial x}(0, t) &= f(t), && t>0, &&\text{the Neumann condition at the left end of the domain describing the inlet heat flux}, &&\\
u\big(s(t),t\big) &= 0, && t>0, &&\text{the Dirichlet condition at the water-ice interface: setting melting/freezing temperature},\\
\frac{\mathrm{d}s}{\mathrm{d}t} &= -\frac{\partial u}{\partial x}\big(s(t), t\big), && t>0, &&\text{Stefan condition},\\
u(x,0) &= 0, && x\geq 0, &&\text{initial temperature distribution},\\
s(0) &= 0, && &&\text{initial depth of the melted ice block}.

The Stefan problem also has a rich inverse theory, where one is given the curve s and the problem is to find u or f.


Stefan problems are also used as models for the asymptotic behavior with respect to time of more complex problems: for example, Pego[1] uses matched asymptotic expansions to prove that Cahn-Hilliard solutions for phase separation problems behave as solutions to a nonlinear Stefan problem at an intermediate time scale. Also the solution of the Cahn–Hilliard equation for a binary mixture is reasonably comparable with the solution of a Stefan problem.[2] In this comparison, the Stefan problem was solved using a front-tracking, moving-mesh method with homogeneous Neumann boundary conditions at the outer boundary. Also stefan problems can be applied to describe phase transformations.[3]

See also[edit]

Historical references[edit]


  1. ^ R. L. Pego. (1989). Front Migration in the Nonlinear Cahn-Hilliard Equation. Proc. R. Soc. Lond. A.,422:261–278.
  2. ^ F. J. Vermolen, M.G. Gharasoo, P. L. J. Zitha, J. Bruining. (2009). Numerical Solutions of Some Diffuse Interface Problems: The Cahn-Hilliard Equation and the Model of Thomas and Windle. Int. J. Mult. Comp. Eng.,7(6):523–543.
  3. ^ Alvarenga HD, Van de Putter T, Van Steenberge N, Sietsma J, Terryn H (Apr 2009). "Influence of Carbide Morphology and Microstructure on the Kinetics of Superficial Decarburization of C-Mn Steels". Metal Mater Trans A. Bibcode:2015MMTA...46..123A. doi:10.1007/s11661-014-2600-y. 

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