FREE BOUNDARY REGULARITY for ALMOST EVERY SOLUTION to the SIGNORINI PROBLEM 1. Introduction the Signorini Problem (Also Known As

Total Page:16

File Type:pdf, Size:1020Kb

FREE BOUNDARY REGULARITY for ALMOST EVERY SOLUTION to the SIGNORINI PROBLEM 1. Introduction the Signorini Problem (Also Known As FREE BOUNDARY REGULARITY FOR ALMOST EVERY SOLUTION TO THE SIGNORINI PROBLEM XAVIER FERNANDEZ-REAL´ AND XAVIER ROS-OTON Abstract. We investigate the regularity of the free boundary for the Signorini problem in n+1 1 R . It is known that regular points are (n − 1)-dimensional and C . However, even for C1 obstacles ', the set of non-regular (or degenerate) points could be very large | e.g. with infinite Hn−1 measure. The only two assumptions under which a nice structure result for degenerate points has been established are: when ' is analytic, and when ∆' < 0. However, even in these cases, the set of degenerate points is in general (n − 1)-dimensional | as large as the set of regular points. In this work, we show for the first time that, \usually", the set of degenerate points is small. Namely, we prove that, given any C1 obstacle, for almost every solution the non-regular part of the free boundary is at most (n − 2)-dimensional. This is the first result in this direction for the Signorini problem. Furthermore, we prove analogous results for the obstacle problem for the fractional Laplacian (−∆)s, and for the parabolic Signorini problem. In the parabolic Signorini problem, our main result establishes that the non-regular part of the free boundary is (n − 1 − α◦)-dimensional for almost all times t, for some α◦ > 0. Finally, we construct some new examples of free boundaries with degenerate points. 1. Introduction The Signorini problem (also known as the thin or boundary obstacle problem) is a classical free boundary problem that was originally studied by Antonio Signorini in connection with linear elasticity [Sig33, Sig59, KO88]. The problem gained further attention in the seventies due to its connection to mechanics, biology, and even finance | see [DL76], [Mer76, CT04], and [Ros18] |, and since then it has been widely studied in the mathematical community; see [Caf79, AC04, CS07, ACS08, GP09, PSU12, KPS15, KRS19, DGPT17, FS18, CSV19, JN17, FJ18, Shi18] and references therein. The main goal of this work is to better understand the size and structure of the non-regular part of the free boundary for such problem. In particular, our goal is to prove for the first time that, for almost every solution (see Re- mark 1.2), the set of non-regular points is small. As explained in detail below, this is completely new even when the obstacle ' is analytic or when it satisfies ∆' < 0. 0 n + 1.1. The Signorini problem. Let us denote x = (x ; xn+1) 2 R × R and B1 = B1 \ fxn+1 > 1 + 0g. We say that u 2 H (B1 ) is a solution to the Signorini problem with a smooth obstacle ' 2010 Mathematics Subject Classification. 35R35. Key words and phrases. Thin obstacle problem; Signorini problem; free boundary; fractional obstacle problem. This work has received funding from the European Research Council (ERC) under the Grant Agreements No 721675 and No 801867. In addition, X.R. was supported by the Swiss National Science Foundation and by MINECO grant MTM2017-84214-C2-1-P.. 1 2 XAVIER FERNANDEZ-REAL´ AND XAVIER ROS-OTON 0 defined on B1 := B1 \ fxn+1 = 0g if u solves ∆u = 0 in B+ 1 (1.1) min{−@xn+1 u; u − 'g = 0 on B1 \ fxn+1 = 0g; 0 in the weak sense, for some boundary data g 2 C (@B1 \fxn+1 ≥ 0g). Solutions to the Signorini problem are minimizers of the Dirichlet energy Z jruj2; + B1 under the constrain u ≥ ' on fxn+1 = 0g, and with boundary conditions u = g on @B1 \fxn+1 > 0g. Problem (1.1) is a free boundary problem, i.e., the unknowns of the problem are the solution itself, and the contact set 0 n 0 0 n+1 Λ(u) := x 2 R : u(x ; 0) = '(x ) × f0g ⊂ R ; n whose topological boundary in the relative topology of R , which we denote Γ(u) = @Λ(u) = 0 n 0 0 @fx 2 R : u(x ; 0) = '(x )g × f0g, is known as the free boundary. 1; 1 Solutions to (1.1) are known to be C 2 (see [AC04]), and this is optimal. 1.2. The free boundary. While the optimal regularity of the solution is already known, the structure and regularity of the free boundary is still not completely understood. The main known results are the following. The free boundary can be divided into two sets, Γ(u) = Reg(u) [ Deg(u); the set of regular points, ( ) 0 3=2 3=2 Reg(u) := x = (x ; 0) 2 Γ(u) : 0 < cr ≤ sup (u − ') ≤ Cr ; 8r 2 (0; r◦) ; 0 0 Br(x ) and the set of non-regular points or degenerate points ( ) 0 2 Deg(u) := x = (x ; 0) 2 Γ(u) : 0 ≤ sup (u − ') ≤ Cr ; 8r 2 (0; r◦) ; (1.2) 0 0 Br(x ) (see [ACS08]). Alternatively, each of the subsets can be defined according to the order of the 3 blow-up at that point. Namely, the set of regular points are those whose blow-up is of order 2 , and the set of degenerate points are those whose blow-up is of order κ for some κ 2 [2; 1]. Let us denote Γκ the set of free boundary points of order κ. That is, those points whose blow-up is homogeneous of order κ (we will be more precise about it later on, in Section 2; the definition of Γ1 is slightly different). Then, it is well known that the free boundary can be divided as Γ(u) = Γ3=2 [ Γeven [ Γodd [ Γhalf [ Γ∗ [ Γ1; (1.3) where: • Γ3=2 = Reg(u) is the set of regular points. They are an open (n − 1)-dimensional subset of Γ(u), and it is C1 (see [ACS08, KPS15, DS16]). S • Γeven = m≥1 Γ2m(u) denotes the set of points whose blow-ups have even homogeneity. Equivalently, they can also be characterised as those points of the free boundary where the contact set has zero density, and they are often called singular points. They are contained in the countable union of C1 (n − 1)-dimensional manifolds; see [GP09]. FREE BOUNDARY REGULARITY FOR A.E. SOLUTION TO THE SIGNORINI PROBLEM 3 S • Γodd = m≥1 Γ2m+1(u) is, a priori, also an at most (n − 1)-dimensional subset of the free boundary and it is (n − 1)-rectifiable (see [FS18, KW13, FS19, FRS19]), although it is not actually known whether it exists. S 7 11 • Γhalf = m≥1 Γ2m+3=2(u) corresponds to those points with blow-up of order 2 , 2 , etc. They are much less understood than regular points. The set Γhalf is an (n − 1)-dimensional subset of the free boundary and it is (n − 1)-rectifiable (see [FS18, KW13, FS19]). 1 • Γ∗ is the set of all points with homogeneities κ 2 (2; 1), with κ2 = N and κ2 = 2N − 2 . This set has Hausdorff dimension at most n − 2, so it is always small, see [FS18, KW13, FS19]. • Γ1 is the set of points with infinite order (namely, those points at which u − ' vanishes at infinite order, see (2.11)). For general C1 obstacles it could be a huge set, even a fractal set of infinite perimeter with dimension exceeding n − 1. When ' is analytic, instead, Γ1 is empty. Overall, we see that, for general C1 obstacles, the free boundary could be really irregular. The only two assumptions under which a better regularity is known are: 0 ◦ ∆' < 0 on B1 and u = 0 on @B1 \ fxn+1 > 0g. In this case, Γ(u) = Γ3=2 [ Γ2 and the set of degenerate points is locally contained in a C1 manifold; see [BFR18]. ◦ ' is analytic. In this case, Γ1 = ? and Γ is (n − 1)-rectifiable, in the sense that it is contained in a countable union of C1 manifolds, up to a set of zero Hn−1-measure, see [FS18, KW13]. The goal of this paper is to show that, actually, for most solutions, all the sets Γeven,Γodd, Γhalf , and Γ1 are small, namely, of dimension at most n − 2. This is new even in case that ' is analytic and ∆' < 0. 1.3. Our results. We will prove here that, even if degenerate points could potentially constitute a large part of the free boundary (of the same dimension as the regular part, or even higher), they are not common. More precisely, for almost every obstacle (or for almost every boundary datum), the set of degenerate points is small. This is the first result in this direction for the Signorini problem, even for zero obstacle. 0 Let gλ 2 C (@B1) for λ 2 [0; 1], and let us denote by uλ the family of solutions to (1.1), satisfying uλ = gλ; on @B1 \ fxn+1 > 0g; (1.4) with gλ satisfying gλ+" ≥ gλ; on @B1 \ fxn+1 > 0g 1 (1.5) gλ+" ≥ gλ + " on @B1 \ fxn+1 ≥ 2 g; for all λ 2 [0; 1), " 2 (0; 1 − λ). Our main result reads as follows. Theorem 1.1. Let uλ be any family of solutions of (1.1) satisfying (1.4)-(1.5), for some obstacle ' 2 C1. Then, we have dimH Deg(uλ) ≤ n − 2 for a.e. λ 2 [0; 1]; where Deg(uλ) is defined by (1.2). 1 In other words, for a.e. λ 2 [0; 1], the free boundary Γ(uλ) is a C (n − 1)-dimensional manifold, up to a closed subset of Hausdorff dimension n − 2. This result is completely new even for analytic obstacles, or for ' = 0. No result of this type was known for the Signorini problem.
Recommended publications
  • Signorini Conditions for Inviscid Fluids
    Signorini conditions for inviscid fluids by Yu Gu A thesis presented to the University of Waterloo in fulfillment of the thesis requirement for the degree of Master of Science in Computer Science Waterloo, Ontario, Canada, 2021 c Yu Gu 2021 Author's Declaration I hereby declare that I am the sole author of this thesis. This is a true copy of the thesis, including any required final revisions, as accepted by my examiners. I understand that my thesis may be made electronically available to the public. ii Abstract In this thesis, we present a new type of boundary condition for the simulation of invis- cid fluids { the Signorini boundary condition. The new condition models the non-sticky contact of a fluid with other fluids or solids. Euler equations with Signorini boundary conditions are analyzed using variational inequalities. We derived the weak form of the PDEs, as well as an equivalent optimization based formulation. We proposed a finite el- ement method to numerically solve the Signorini problems. Our method is based on a staggered grid and a level set representation of the fluid surfaces, which may be plugged into an existing fluid solver. We implemented our algorithm and tested it with some 2D fluid simulations. Our results show that the Signorini boundary condition successfully models some interesting contact behavior of fluids, such as the hydrophobic contact and the non-coalescence phenomenon. iii Acknowledgements I would like to thank my supervisor professor Christopher Batty. During my study at University of Waterloo, I was able to freely explore any idea that interests me and always get his support and helpful guidance.
    [Show full text]
  • A Stefan-Signorini Problem *
    View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by Elsevier - Publisher Connector JOURNAL OF DIFFERENTIAL EQUATIONS 5 1, 213-23 1 (1984) A Stefan-Signorini Problem * AVNER FRIEDMAN Northwestern University, Evanston, Illinois 60201 AND LI-SHANG JIANG Peking University, Peking, China Received April 21, 1982 Consider a one-dimensional slab of ice occupying an interval 0 <x <L. The initial temperature of the ice is GO. Heat enters from the left at a rate q(t). As the temperature at x = 0 increases to 0°C the ice begins to melt. We assume that the resulting water is immediately removed. The ice stops melting when the temperature at its left endpoint becomes strictly negative; due to the flow of heat q(t) melting will resume after a while, the resulting water is again immediately removed, etc. This physical problem was studied by Landau [4] and Lotkin [5], who obtained some numerical results. In this paper we shall formulate the above model as a Stefan problem with Signorini boundary conditions at the moving boundary. We shall establish existence and uniqueness theorems and study regularity and some geometric features of the free boundary. In Section we state an existence theorem; the proof is given in Sections 2 and 3. In Section 4 we prove a uniqueness theorem. In Section 5 we estimate the number of vertical segments of the free boundary. Finally, in Section 6 it is shown that the free boundary is in general not in Clta for CL> f; it is always in C312.
    [Show full text]
  • Quadratic Finite Element Approximation of the Signorini Problem
    MATHEMATICS OF COMPUTATION Volume 72, Number 241, Pages 83{104 S 0025-5718(01)01413-2 Article electronically published on December 5, 2001 QUADRATIC FINITE ELEMENT APPROXIMATION OF THE SIGNORINI PROBLEM Z. BELHACHMI AND F. BEN BELGACEM Abstract. Applying high order finite elements to unilateral contact varia- tional inequalities may provide more accurate computed solutions, compared with linear finite elements. Up to now, there was no significant progress in the mathematical study of their performances. The main question is involved with the modeling of the nonpenetration Signorini condition on the discrete solution along the contact region. In this work we describe two nonconform- ing quadratic finite element approximations of the Poisson-Signorini problem, responding to the crucial practical concern of easy implementation, and we present the numerical analysis of their efficiency. By means of Falk's Lemma we prove optimal and quasi-optimal convergence rates according to the regu- larity of the exact solution. 1. Introduction and functional tools Contact problems are in the heart of a high number of mechanical structures and also have a great importance in hydrostatics and thermostatics. Among them, unilateral contact, typically represented by Signorini's model, causes some specific difficulties, on both theoretical and approximation grounds. We refer to [11], [13] and [19] for mathematical foundation. Much attention has been devoted to the nu- merical simulation of variational inequalities modeling unilateral contact, by finite elements, either from the accuracy point of view (see [16], [18], [24] and refer- ences therein) or for developing efficient algorithms to solve the final minimization problem (see [13], [2]).
    [Show full text]
  • DPG for Signorini Problem
    ON THE DPG METHOD FOR SIGNORINI PROBLEMS THOMAS FÜHRER, NORBERT HEUER, AND ERNST P. STEPHAN Abstract. We derive and analyze discontinuous Petrov-Galerkin methods with optimal test func- tions for Signorini-type problems as a prototype of a variational inequality of the first kind. We present different symmetric and non-symmetric formulations where optimal test functions are only used for the PDE part of the problem, not the boundary conditions. For the symmetric case and lowest order approximations, we provide a simple a posteriori error estimate. In a second part, we apply our technique to the singularly perturbed case of reaction dominated diffusion. Numerical results show the performance of our method and, in particular, its robustness in the singularly perturbed case. 1. Introduction In this paper we develop a framework to solve contact problems by the discontinuous Petrov- Galerkin method with optimal test functions (DPG method). We consider a simplified model problem ( ∆u + u = f in a bounded domain) with unilateral boundary conditions that resembles a scalar version− of the Signorini problem in linear elasticity [34, 14]. We prove well-posedness of our formulation and quasi-optimal convergence. We then illustrate how the scheme can be adapted to the singularly perturbed case of reaction-dominated diffusion ( "∆u + u = f). Specifically, we use the DPG setting from [22] to design a method that controls the− field variables (u, u, and ∆u) in r the so-called balanced norm (which corresponds to u + "1=4 u + "3=4 ∆u with L2-norm ), cf. [28]. The balanced norm is stronger than the energyk k normkr thatk stems fromk k the Dirichlet bilineark · k form of the problem.
    [Show full text]
  • Solving the Signorini Problem on the Basis of Domain Decomposition
    Solving the Signorini Problem on the Basis of Domain Decomp osition Techniques J Sch ob erl Linz Abstract Solving the Signorini Problem on the Basis of Domain Decomp osition Techniques The nite element discretization of the Signorini Problem leads to a large scale constrained minimization problem To improve the convergence rate of the pro jection metho d preconditioning must b e develop ed To b e eective the relative condition numb er of the system matrix with resp ect to the preconditioning matrix has to b e small and the applications of the preconditioner as well as the pro jection onto the set of feasible elements have to b e fast computable In this pap er we show how to construct and analyze such preconditioners on the basis of domain decomp osition techniques The numerical results obtained for the Signorini problem as well as for plane elasticity problems conrm the theoretical analysis quite well AMS Subject Classications T J N F K Key words contact problem variational inequality domain decomp osition precon ditioning Zusammenfassung o sung des Signorini Problems auf der Basis von Gebietszerlegungs Die Au metho den Die Finite Elemente Diskretisierung des SignoriniProblems fuhrt zu einem restringierten Minimierungsproblem mit vielen Freiheitsgraden Zur Verb es serung der Konvergenzrate des Pro jektionsverfahren mussen Vorkonditionierungs techniken entwickelt werden Um ezient zu sein mu die relative Konditionszahl der Systemmatrix in Bezug auf die Vorkonditionierungsmatrix klein sein und die assige Menge Anwendungen der Vorkonditionierung
    [Show full text]
  • Optimal Convergence for Discrete Variational Inequalities Modelling Signorini Contact in 2D and 3D Without Additional Assumptions on the Unknown Contact Set
    Optimal convergence for discrete variational inequalities modelling Signorini contact in 2D and 3D without additional assumptions on the unknown contact set. Guillaume Drouet 1 2 and Patrick Hild 2 Abstract The basic H1-finite element error estimate of order h with only H2-regularity on the solution has not been yet established for the simplest 2D Signorini problem approximated by a discrete variational inequality (or the equivalent mixed method) and linear finite elements. To obtain an optimal error bound in this basic case and also when considering more general cases (three-dimensional problem, quadratic finite elements. ), additional assumptions on the exact solution (in particular on the unknown contact set, see [5, 20, 35]) had to be used. In this paper we consider finite element approximations of the 2D and 3D Signorini problems with linear and quadratic finite elements. In the analysis, we remove all the additional assumptions and we prove optimal H1-error estimates with the only standard Sobolev regularity. The main tools are local L1 and L2-estimates of the normal constraints and the normal displacements on the candidate contact area and error bounds depending both on the contact and on the non-contact set. Keywords. Signorini problem, unilateral contact, finite elements, a priori error estimates. Abbreviated title. Optimal error estimate for Signorini contact AMS subject classifications. 35J86, 65N30. 1 Introduction and notation In mechanics of deformable bodies the finite element methods are currently used to approxi- mate Signorini's contact problem or the equivalent scalar valued unilateral problem (see, e.g., [17, 21, 23, 34, 36]). This problem is nonlinear since the displacement field (denoted u) satisfies a nonlinear boundary condition: a component of the solution u is nonpositive (or equivalently non- negative) on ΓC which is (a part of) the boundary of the domain Ω (see [31]).
    [Show full text]
  • Hybrid Discretization of the Signorini Problem with Coulomb Friction. Theoretical Aspects and Comparison of Some Numerical Solvers
    Hybrid discretization of the Signorini problem with Coulomb friction. Theoretical aspects and comparison of some numerical solvers Houari Boumedi`ene Khenous1, Julien Pommier1, Yves Renard1. Abstract The purpose of this work is to present in a general framework the hybrid discretization of unilateral contact and friction conditions in elastostatics. A projection formulation is developed and used. An existence and uniqueness results for the solutions to the discretized problem is given in the general framework. Several numerical methods to solve the discretized problem are presented (Newton, SOR, fixed points, Uzawa) and compared in terms of the number of iterations and the robustness with respect to the value of the friction coefficient. keywords: unilateral contact, Coulomb friction, Signorini problem, bipotential, fixed point, Newton method, SOR method, Uzawa method. Introduction This work deals with the hybrid discretization of the contact and friction problem of a linearly elastic structure lying on a rigid foundation, the so-called Signorini problem with Coulomb friction (also called Coulomb problem) introduced by Duvaut and Lions [13]. Since the normal stress on the contact boundary is required to compute the friction threshold, a hybrid formulation seems the natural way to discretize the Coulomb problem. Haslinger in [14] and later Neˇcas, Jaruˇsek, Haslinger in [15] describe a hybrid formulation where a multiplier represents the normal stress. They give existence and uniqueness results for a small friction coefficient. In this paper, the general hybrid formulation is presented in the case of dual variables intro- duced for both the contact stress and the friction stress. It is proven in a general framework that an inf-sup condition is sufficient to ensure existence of solutions to the discretized problem for any friction coefficient and uniqueness for a sufficiently small friction coefficient.
    [Show full text]
  • Automatic Weak Imposition of Free Slip Boundary Conditions Via Nitsche's
    Automatic weak imposition of free slip boundary conditions via Nitsche’s method: application to nonlinear problems in geodynamics Nathan Sime∗ Cian R. Wilson† Abstract Imposition of free slip boundary conditions in science and engineering simulations presents a challenge when the simulation domain is non-trivial. Inspired by recent progress in symbolic computation of discontinuous Galerkin finite element methods, we present a symmetric interior penalty form of Nitsche’s method to weakly impose these slip boundary conditions and present examples of its use in the Stokes subsys- tem motivated by problems in geodynamics. We compare numerical results with well established benchmark problems. We also examine performance of the method with iterative solvers. Keywords: Finite element analysis, symbolic computational methods, parallel and high-performance computing, mantle convection, subduction zone modelling, geodyan- mics. 1 Introduction This work is born of a common question asked of the authors. Regarding engineering and geodynamics finite element analysis, how does one implement free slip boundary con- ditions? In particular, the case that the geometry is a non-trivial shape such as that representative of a ‘real–world problem’. Typically the author’s recommendation is to use Nitsche’s method. However, this recommendation is met with trepidation regarding the difficulty of implementation in addition to a reputation for not performing well with iterative solvers. The intent of this work to dispel these concerns. Specifically by providing the math- ematical and open source user-friendly software tools to compute finite element problems using Nitsche’s method for (but not limited to) incompressible flow simulations. Addition- ally by providing numerical examples which demonstrate the viability of Nitsche’s method arXiv:2001.10639v1 [cs.CE] 28 Jan 2020 for the imposition of free slip boundary data in geodynamics problems.
    [Show full text]
  • Arxiv:2011.03299V1 [Math.AP]
    THE THIN OBSTACLE PROBLEM: A SURVEY XAVIER FERNANDEZ-REAL´ Abstract. In this work we present a general introduction to the Signorini problem (or thin obstacle problem). It is a self-contained survey that aims to cover the main currently known results regarding the thin obstacle problem. We present the theory with some proofs: from the optimal regularity of solutions and classification of free boundary points, to more recent results on the non-regular part of the free boundary and generic regularity. Contents 1. Introduction 1 2. A problem from elastostatics 3 3. The thin obstacle problem 4 4. Classification of free boundary points and optimal regularity 11 5. Regular points 17 6. Singular points 20 7. Other points 26 8. C∞ obstacles 32 9. Generic regularity 33 10. Summary 35 References 36 1. Introduction The Signorini problem (also known as the thin or boundary obstacle problem) is a clas- sical free boundary problem that was originally studied by Antonio Signorini in connection with linear elasticity [Sig33, Sig59]. The problem was originally named by Signorini himself problem with ambiguous boundary conditions, in the sense that the solution of the problem arXiv:2011.03299v1 [math.AP] 6 Nov 2020 at each boundary point must satisfy one of two different possible boundary conditions, and it is not known a priori which point satisfies which condition. Whereas the original problem involved a system of equations, its scalar version gained further attention in the seventies due to its connection to many other areas, which then led to it being widely studied by the mathematical community.
    [Show full text]
  • A Direct Boundary Element Method for Signorini Problems 121
    mathematics of computation volume 55, number 191 july 1990, pages 115-128 A DIRECT BOUNDARYELEMENT METHOD FOR SIGNORINI PROBLEMS HOUDE HAN Abstract. In this paper, a Signorini problem is reduced to a variational in- equality on the boundary, and a direct boundary element method is presented for its solution. Furthermore, error estimates for the approximate solutions of Signorini problems are given. In addition, we show that the Signorini problem may be formulated as a saddle-point problem on the boundary. 1. Introduction The Signorini problems are a class of very important variational inequali- ties, which arise in many practical problems such as the elasticity with unilat- eral conditions [17, 5], the fluid mechanics problems in media with semiper- meable boundaries [4, 7], the electropaint process [1], etc. In the literature, there are many authors who have studied the problems, established the exis- tence and uniqueness, and obtained the regularity results for Signorini problems (see Brézis [3] and Friedman [6]). Furthermore, the numerical solution of the Signorini problem by the finite element method has been discussed [7, 8]. We know that the solution of the Signorini problem satisfies a linear partial differ- ential equation in the domain, even when the problem is nonlinear. Hence, it is natural and advantageous to apply the boundary element method to Signorini problems. An indirect boundary element method for solving Signorini problems has been presented in [9]. In this paper, we will present a direct boundary element method for solving the same problem. First, using the Calderón projector for the traces and the normal derivative of the solution of the Signorini problem, this latter is reduced to a variational inequality on the boundary Y based on a direct boundary el- ement method.
    [Show full text]
  • An Overview of the Obstacle Problem
    An Overview of the Obstacle Problem Donatella Danielli 1. Introduction air, or water and ice. In addition to the usually prescribed Free Boundary Problems naturally occur in physics and en- initial and boundary values, other conditions, arising from gineering when a conserved quantity or relation changes the physical laws governing the model, are imposed at the discontinuously across some value of the variables under free boundary. Since in general, with few exceptions, it is consideration. In mathematical terms, they consist in solv- impossible to explicitly determine the solution and the un- ing partial differential equations (PDEs) in a domain, a derlying domain, the ultimate goal consists in establishing part of whose boundary is a priori unknown, and which analytic and geometric properties for both. In the past few has to be determined as part of the problem. Said portion decades this area of research has seen deep and broad ad- of the boundary is called the free boundary, and in models vancements, due to the assimilation of problems coming it appears, for instance, as the interface between a fluid and from other applied sciences, such as finance, mathematical biology, and population dynamics, just to name a few. Its Donatella Danielli is a professor of mathematics at Purdue University. Her development has been intrinsically intertwined with the email address is [email protected]. theory of Variational Inequalities, born in Italy in the early Communicated by Notices Associate Editor Daniela De Silva. 1960s. Its founding fathers were Guido Stampacchia, who was motivated by questions in potential theory, and Gae- For permission to reprint this article, please contact: [email protected].
    [Show full text]
  • Parabolic Signorini Problem
    Parabolic Signorini Problem Arshak Petrosyan Free Boundary Problems in Biology Math Biosciences Institute, OSU November Õ¦–Õ, óþÕÕ Arshak Petrosyan (Purdue) Parabolic Signorini Problem FBPinBiology,MBI,NovóþÕÕ Õ/ìÕ Semipermeable Membranes and Osmosis Semipermeable membrane is a membrane that is permeable only for a certain type of molecules (solvents) and blocks other molecules (solutes). Because of the chemical imbalance, the solvent ows through the membrane from the region of smaller concentration of solute to the region of higher Picture Source: Wikipedia concentation (osmotic pressure). e ow occurs in one direction. e ow continues until a sucient pressure builds up on the other side of the membrane (to compensate for osmotic pressure), which then shuts the ow. is process is known as osmosis. Arshak Petrosyan (Purdue) Parabolic Signorini Problem FBPinBiology,MBI,NovóþÕÕ ó/ìÕ ᏹ ⊂ ∂Ω semipermeable part of the ᏹT boundary φ no ow φ T osmotic pressure ∶ ᏹT ∶= ᏹ × (, ] → R u T pressure ∶ ΩT ∶= Ω × (, ] → R the of ᏹ ow( − ∂ )u = the chemical solution, that satises a ∆ t ΩT diusion equation (slightly compressible uid) u ∂ u ∆ − t = in ΩT nite permeability On ᏹT we have the following boundary conditions ( ) u φ ∂ u > ⇒ ν = (no ow) u φ ∂ u λ u φ ≤ ⇒ ν = ( − ) (ow) Mathematical Formulation: Unilateral Problem Given open Ω ⊂ Rn Ω Arshak Petrosyan (Purdue) Parabolic Signorini Problem FBPinBiology,MBI,NovóþÕÕ ì/ìÕ ᏹT φ no ow φ T osmotic pressure ∶ ᏹT ∶= ᏹ × (, ] → R u T pressure ∶ ΩT ∶= Ω × (, ] → R the of ow( − ∂ )u = the chemical solution,
    [Show full text]