BMO and Elasticity: Korn's Inequality; Local Uniqueness in Tension

In this manuscript two $BMO$ estimates are obtained, one for Linear Elasticity and one for Nonlinear Elasticity. It is first shown that the $BMO$-seminorm of the gradient of a vector-valued mapping is bounded above by a constant times the $BMO$-seminorm of the symmetric part of its gradient, that is, a Korn inequality in $BMO$. The uniqueness of equilibrium for a finite deformation whose principal stresses are everywhere nonnegative is then considered. It is shown that when the second variation of the energy, when considered as a function of the strain, is uniformly positive definite at such an equilibrium solution, then there is a $BMO$-neighborhood in strain space where there are no other equilibrium solutions.


Introduction
In 1972 Fritz John [30] published a uniqueness theorem for Nonlinear Elasticity that, until recently, was the only result of its kind. He showed that, given a stress-free reference configuration whose elasticity tensor is uniformly positive definite, there is an L ∞ -neighborhood of the reference configuration in the space of strains, rather than the space of deformation gradients, in which there is at most one smooth solution of the equations of equilibrium for the pure-displacement problem for a hyperelastic body. His proof made use of the space BMO, Bounded Mean Oscillation, a space that John & Nirenberg [32] had invented some ten years earlier in order to better analyze problems in Elasticity.
Subsequently, although our understanding of the space BMO and its applicability to systems of partial differential equations have advanced significantly, the original goal of making use of BMO in problems of Elasticity has not progressed. Recently, the authors [42] extended John's uniqueness result to include the mixed problem. In particular we showed that, given a smooth equilibrium solution u e at which the second variation of the energy is uniformly positive, there are no other equilibrium solutions v e for which the difference of the right Cauchy-Green strain tensors: (∇u e ) T ∇u e − (∇v e ) T ∇v e (1.1) is small in L ∞ . Here ∇u denotes the deformation gradient: an n by n matrix of partial derivatives of the components of the deformation u : Ω → R n , (∇u) T denotes the transpose of ∇u, and we identify the body with the region Ω ⊂ R n that it occupies in a fixed reference configuration.
In this manuscript we extend the results obtained in [30,42]. We note that when Ω has sufficiently smooth boundary (Lipschitz suffices), the space BMO(Ω) is a Banach space that is between L ∞ and all of the other L p -spaces, that is, for all p ∈ [1, ∞), Specifically, [] · [] BMO(Ω) ≤ 2 · L ∞ (Ω) and hence an ε-neighborhood in BMO is potentially much larger than an ε-neighborhood in L ∞ . Here [] · [] denotes the standard seminorm on BMO(Ω) (see (2.3)).
We show, in particular, that the L ∞ -neighborhood in which there is at most one solution can be enlarged to a neighborhood in BMO for both the displacement and the mixed problem provided the equilibrium solution u e has nonnegative principal stresses everywhere. Thus, in this case the strain difference in (1.1) need no longer be uniformly small, but instead it need only be small in the space BMO(Ω).
There are similar interesting results in the Calculus of Variations literature. Kristensen & Taheri [35,Section 6] and Campos Cordero [6,Section 4] (see, also, Firoozye [16]) have shown that, for the Dirichlet problem, if u e is a Lipschitz-continuous solution of the equilibrium equations at which the second variation is uniformly positive, then there is a neighborhood of ∇u e in BMO in which all Lipschitz mappings have energy that is greater than or equal to the energy of u e . We note that the assumptions in [6], in particular, are incompatible with the blowup of the energy as the Jacobian goes to zero. Recently [43] we have extended the results in [6,Section 4] to include the Neumann and mixed problems. Although our proofs are not applicable to elasticity, we have shown that given a Lipschitz-continuous solution u e of the equilibrium equations at which the second variation is uniformly positive, there is a neighborhood of ∇u e in BMO in which all mappings v in the Sobolev space W 1,1 (Ω; R n ) with ∇v ∈ BMO(Ω) have energy that is strictly greater than the energy of u e .
We herein also establish a version of Korn's inequality for BMO. It is well-known (see, e.g., [1,21,28,45]) that, for all p ∈ (1, ∞), a generalized Korn inequality is valid, that is, there is a constant K = K(p) = K(p, n, Ω) such that for all w ∈ W 1,p (Ω; R n ) that satisfy a suitable constraint that eliminates infinitesimal rotations (e.g., w = 0 on D ⊂ ∂Ω). We show that there exists a constant K = K(n) such that, for every nonempty, bounded open set U ⊂ R n , for every w ∈ W 1,1 loc (U ; R n ) with ∇w ∈ BMO(U ). Note that, unlike the standard Korn inequalities, which are only valid for John domains (see [28]) and for which the Korn constant depends on the domain, (1.2) is valid for all bounded open sets U with a constant that is independent of U . (The lack of a constraint to eliminate infinitesimal rotations is due to the nature of the BMO-seminorm. See (2.2) and (3.1).) Before we present a more detailed description of our results, we note that there is a long history of both nonuniqueness, e.g., buckling [39], and uniqueness results in nonlinear elasticity.
Rather than providing details here we instead refer the reader to the introductions of two recent papers concerning uniqueness [40,42]. These papers also discuss interesting possible extensions of such results: the pure-traction problem, incompressible materials, and live loading, none of which are considered in this manuscript.
We begin in Section 2 with our notations. In Section 2.1 we then present certain consequences of the Geometric Rigidity theory of Friesecke, James, & Müller [17] (see, also, Conti & Schweizer [11] and Kohn [34]) that are useful in our work. In particular, a result of Lorent [36] as well as a result of Ciarlet & Mardare [10] give conditions under which the equality of two strains, (∇u) T ∇u ≡ (∇v) T ∇v, yields the equality of the underlying deformations: u ≡ v. (This need not be true without further assumptions, even if u = v on ∂Ω).
After reviewing certain standard properties of the space BMO, we then present, in Section 2.3, theorems from Harmonic Analysis that we have found useful in this work. Of particular consequence is a result from [42]: If Ω is a Lipschitz domain and 1 ≤ p < q < ∞, then there is a constant C = C(p, q, Ω) such that, for all ψ ∈ BMO(Ω),  In Section 4 we introduce our hypotheses on a compressible, nonlinearly hyperelastic body where the stored-energy density σ depends on the material point x and the right Cauchy-Green strain tensor C u (x) = [∇u(x)] T ∇u(x). Thus, in the absence of body forces and surface tractions, the total energy of a deformation u : Ω → R n , which satisfies u = d on D ⊂ ∂Ω, is given by The second variation of E evaluated at a solution of the corresponding equilibrium equations u e is then equal to where K = 2 ∂ ∂C σ(x, C) denotes the (second) Piola-Kirchhoff stress tensor, C = 4 ∂ 2 ∂C 2 σ(x, C) denotes the elasticity tensor, E = (∇u e ) T ∇w + (∇w) T ∇u e , and w ∈ W 1,2 (Ω; R n ) satisfies w = 0 on D ⊂ ∂Ω.
If K is positive semi-definite, equivalently, the principal stresses are nonnegative, and C is uniformly positive definite, then δ 2 E(u e ) is uniformly positive. Standard techniques (see, e.g., the introduction to [42]), which are usually applied in the space of deformation gradients, make use of Taylor's theorem to deduce that there is then an L ∞ neighborhood of C ue in strain space (see (1.1)) in which there are no other solutions of the equilibrium equations. A refinement of this argument, which is due to John [30, pp. 624-625] (again, see the introduction to [42]), makes use of (1.3) to enlarge the set in which there are no other solutions to a neighborhood of C ue in the space BMO. We present the details of this argument in Section 5 of this manuscript. We also note, in Section 5.1, how these results simplify when one of the two right Cauchy-Green strain tensors is in an L ∞ -neighborhood of the reference configuration. Finally, in Section 6, we present further simplifications that occur when the reference configuration is itself at equilibrium.

Preliminaries
For any domain (nonempty, connected, open set) U ⊂ R n , n ≥ 2, we denote by L p (U ), p ∈ [1, ∞), the space of real-valued Lebesgue measurable functions ψ whose L p -norm is finite: L ∞ (U ) will denote those Lebesgue measurable functions whose essential supremum is finite. L 1 loc (U ) will consist of those Lebesgue measurable functions that are integrable on every compact subset of U . We shall write C(U ; R n ) for the set of continuous functions u : U → R n , while C 1 (U ; R n ) will denote those continuous functions u : U → R n whose classical derivative exists on U and has an extension that is continuous on U , where U denotes the closure of U .
We shall write Ω ⊂ R n , n ≥ 2, to denote a Lipschitz domain, that is, a bounded domain whose boundary ∂Ω is (strongly) Lipschitz. (See, e.g., [14, p. 127], [38, p. 72], or [26, Definition 2.5].) Essentially, a bounded domain is Lipschitz if, in a neighborhood of every boundary point, the boundary is the graph of a Lipschitz-continuous function and the domain is on "one side" of this graph.
We shall write M n×n for the (vector) space of n by n matrices with real entries. Given an orthonormal basis e i , i = 1, 2, . . . , n, for R n we write a i = a · e i for a ∈ R n and F ij = e i · Fe j for F ∈ M n×n . The set of symmetric and positive-definite symmetric matrices in M n×n shall be denoted by 2.1. Strains and Geometric Rigidity. Fix p ≥ 1. Given a mapping u ∈ W 1,p (Ω; R n ) we define the right Cauchy-Green strain tensor C u ∈ L p/2 (Ω; Sym n ) corresponding to u by This tensor can be used to measure the change in the length of the image of a curve in Ω after it is deformed by u (see, e.g., [7, §1.8] or [25, §7.2]).
In [17] Friesecke, James, & Müller (see, also, Conti & Schweizer [11]) establish a Geometric-Rigidity result that implies that the distance (in L 1 ) from C u to the identity matrix yields, up to a multiplicative constant, an upper bound for the distance (in L 2 ) from ∇u to some particular rotation Q u ∈ SO(n). We shall make use of two interesting consequences of this result. The first is a theorem of Lorent [36, Theorem 1] that establishes conditions under which two mappings with the same strain tensor are related by a rigid deformation: Ciarlet & Mardare have established a number of results that bound the distance between two mappings in a Sobolev space by a function of the distance between their right Cauchy-Green strain tensors in a corresponding Lebesgue space. The particular result we shall employ is [10, Theorem 3]: in Ω and u = v on D.
Remark 2.3. We note that C u = C v does not necessarily imply that u = v without further assumptions. See, e.g., Ciarlet where the supremum is to be taken over all nonempty, bounded (open) n-dimensional hypercubes 4 Q with faces parallel to the coordinate hyperplanes. Here denotes the average value of ψ and |U | denotes the n-dimensional Lebesgue measure of any bounded domain U ⊂ R n . The space BMO(U ) (Bounded Mean Oscillation) is defined by We note for future reference that if U = Ω, a Lipschitz domain, then a result of P. W. Jones [33] implies, in particular, that BMO(Ω) ⊂ L 1 (Ω).

It follows that
is a norm on BMO(Ω).
There are a number of other equivalent seminorms on BMO. The most ubiquitous involves the replacement of cubes Q in (2. 2) by open balls B⊂⊂U . Another possibility is the use of balls that get smaller as they approach the boundary (see Brezis & Nirenberg [5] who attribute such results to P. W. Jones [33]), i.e., the requirement that there is a fixed k ∈ (0, 1) such that each ball, B = B r (x) ⊂⊂ U of radius r > 0 and centered at x, satisfies Another useful equivalent seminorm is in particular (see, e.g., [ 4 We shall henceforth refer to Q as a cube, rather than a hypercube or square.
The monotone convergence theorem can then be used show that is also an equivalent seminorm on BMO(U ); it then follows that the seminorm which is used in [13,42], is also equivalent to (2.2).

2.3.
Further Properties of BMO. One of the main properties of BMO that we shall use is contained in the following result. Although the proof can be found in [42], the significant analysis it is based upon is due to Fefferman & Stein [15], Iwaniec [27], and Diening, R • užička, & Schumacher [13].
In addition, the constants J i are scale invariant, that is, J i (λU + a) = J i (U ) for every λ > 0 and a ∈ R n . Here (see (2.2)) · BMO(Ω) is given by (2.5).
Remark 2.6. Proposition 2.5 together with (2.4) shows that, for every p ∈ [1, ∞), Thus, BMO is a space that is "between" L ∞ and all of the other L p -spaces. However, researchers in Harmonic Analysis make use of BMO as a replacement for L ∞ . See, e.g., [44, §4.5].
According to L. Nirenberg ([31, pp. 707-709]), the idea of considering functions whose mean oscillation is bounded was conceived by Fritz John. John's motivation appears to have been the analysis of problems in Nonlinear Elasticity, where John had noticed that mappings with small nonlinear strain (see (5.16)) correspond to deformation gradients the are small in BMO (see [29] or, e.g., [42, Proposition 4.3 and Lemma 5.6]).
The final result of this section follows from Proposition 2.5. However, since the result is a direct consequence of the scale invariance of the constant in the same result for cubes this result also follows from the original proof of John & Nirenberg [32].
; the exponential decay of |φ − φ B | for balls then follows from (2.8) and this growth estimate.

Korn's Inequality
In this section we shall obtain a version of Korn's inequality that involves the BMOseminorm of both the gradient of a function and the symmetric part of its gradient. Our result is a simple consequence of the following result of Diening, R  Let Ω ⊂ R n , n ≥ 2, be a bounded Lipschitz 6 domain. Suppose that q ∈ (1, ∞). Then there exists a scale invariant constant K = K(q, Ω) > 0 such that, for all u ∈ W 1,q (Ω; R n ), where ∇ s u denotes the symmetric part of the gradient of u, that is, for every u ∈ W 1,1 loc (U ; R n ) with ∇u ∈ BMO(U ).
Remark 3.4. Note that the above inequality is valid for all bounded domains, unlike the standard Korn inequalities, which are valid only for John domains (see, e.g., [28]).
Next, by Korn's inequality, Proposition 3.1, there exists a constant K = K(2, Q), which is independent of u, such that where the first inequality in (3.3) follows from Hölder's inequality. If we now take the supremum of (3.3) over all cubes Q⊂⊂U and make use of the scale invariance of K and the definition of the BMO-seminorm, (2.2), we find that The desired result, (3.2), now follows from (3.4), Corollary 2.7, and the fact that the constant N = N (n, q) in (2.8) is independent of the domain.

Nonlinear Elasticity
In the remainder of this manuscript we shall focus on the minimization problem that arises when one considers the theory of Nonlinear (Finite) Hyperelasticity.

The Constitutive Relation.
We consider a body that for convenience we identify with the closure of a bounded Lipschitz domain Ω ⊂ R n , n = 2 or n = 3, which it occupies in a fixed reference configuration. A deformation of Ω is a mapping that lies in the space where det F denotes the determinant of F ∈ M n×n . We assume that the body is composed of a hyperelastic material with stored-energy density 7 σ : Ω × Psym n → [0, ∞). The quantity σ(x, C u (x)) gives the elastic energy stored at almost every point x ∈ Ω of a deformation u ∈ Def. Here, and in the sequel, C u = [∇u] T ∇u, the right Cauchy-Green strain tensor (cf. (2.1)).
Hypothesis 4.1. We assume that σ satisfies the following: (1) C → σ(x, C) ∈ C 3 (Psym n ), for a.e. x ∈ Ω; (2) (x, C) → D k σ(x, C), k = 0, 1, 2, 3, are each (Lebesgue) measurable on their common domain Ω × Psym n ; and (3) (x, C) → D k σ(x, C), k = 0, 1, 2, 3, are each bounded on Ω × K for every nonempty compact K ⊂ Psym n . Here . We note, in particular, that Dσ : Ω × Psym n → Sym n , D 2 σ : Ω × Psym n → Lin(Sym n ; Sym n ), where Lin(U; V) denotes the set of linear maps from the vector space U to the vector space V. Thus, for every C ∈ Psym n , E ∈ Sym n , and almost every x ∈ Ω, The second Piola-Kirchhoff stress tensor K is defined to be twice the derivative of σ, i.e., while the first Piola-Kirchhoff stress tensor S is given by where M n×n + denotes the set of n by n matrices with positive determinant. Although the tensor K is the derivative of the stored energy, it is the tensor S that is most convenient to use in the equilibrium (Euler-Lagrange) equations (see (4.10)-(4.11)). For any injective deformation u ∈ Def ∩ C 1 (Ω; R n ), the Cauchy stress tensor T = T(y) ∈ Sym n is given by The eigenvalues of T(y) are called the principal stresses at y ∈ u(Ω). The elasticity tensor C is defined to be four times the second derivative of C → σ(x, C), that is, Our formulation implicitly assumes that the response of the material is invariant under a change in observer.
In view of the symmetry of the second gradient, for all C ∈ Psym n and all B, E ∈ Sym n .
Definition 4.2. The elasticity tensor is said to be uniformly positive definite at a deformation u ∈ Def provided that there exists a constant c > 0 such that, for every E ∈ Sym n and a.e. x ∈ Ω, where C u = (∇u) T ∇u. The reference configuration is said to be stress free provided that, where I ∈ M n×n denotes the identity matrix.  In this formulation one usually defines the elasticity tensor as the second derivative of W with respect to F, that is, If we now twice differentiate (4.5) (see, e.g., [42,Lemma 5.4]), we conclude, with the aid of (4.1), (4.4), (4.6), and the symmetry of the second derivative, that for all F ∈ M n×n + and H ∈ M n×n . In particular, when the reference configuration is stress free, it follows that

Equilibrium Solutions and Energy Minimizers.
We assume the body is subject to dead loads. We take ∂Ω = D ∪ S with D and S relatively open and D ∩ S = ∅.
In addition, we shall suppose that D = ∅. We assume that a Lipschitz-continuous function d : D → R n is prescribed; d will give the deformation of D. If S = ∅ we assume that a function s ∈ L 2 (S; R n ) is prescribed; for H n−1 -a.e. x ∈ S, s(x) will give the surface force (per unit area when n = 3) exerted on the body at the point x by its environment. Here H k denotes kdimensional Hausdorff measure 8 (see, e.g., [14,Chapter 2]). Finally, we suppose that a function b ∈ L 2 (Ω; R n ) is prescribed; for a.e. x ∈ Ω, b(x) will give the body force (per unit volume when n = 3) exerted on the body at the point x by its environment. The set of Admissible Deformations will be denoted by The total energy of an admissible deformation u ∈ AD is defined to be with C u := (∇u) T ∇u. The first variation of E is given by for all variations w ∈ Var, where Var := {w ∈ W 1,2 (Ω; R n ) : w = 0 on D}.
The second variation of E is then given by (see (4.1), (4.4), and (4.7)) (4.9) Remark 4.5. It is clear from (4.9) that the positivity of the second variation, i.e., δ 2 E(u) ≥ 0, is not a consequence of the positivity of the elasticity tensor C alone. However, the second variation is positive whenever both C and K are positive definite (see Lemma 4.6).
We shall assume that we are given a deformation u e ∈ AD that is a weak solution of the Equilibrium Equations corresponding to (4.8), i.e., δE(u) = 0 or, equivalently, for all w ∈ Var, where S is given by (4.1)-(4.2). If D = ∂Ω we shall call u e a solution of the (pure) displacement problem. Otherwise, we shall refer to such a u e as a solution of the (genuine) mixed problem. If in addition σ ∈ C 2 (Ω × Psym n ) and u e ∈ C 2 (Ω; R n ) ∩ C 1 (Ω; R n ), 8 Thus, when S ⊂ R 3 is a smooth surface, H 2 (S) gives the area of S.
then u e will be a classical solution of the equations of equilibrium (see, e.g., [7, §2.6], [24, §27], or [25, §49]), i.e., u e will satisfy Div S(∇u e ) + b = 0 in Ω, S(∇u e )n = s on S, u e = d on D, (4.11) where n(x) denotes the outward unit normal to Ω at H n−1 -a.e. x ∈ S and Div M ∈ R n is given by (Div M) i = j ∂ ∂x j M ij . We are interested in the local minimality (in an appropriate topology) of solutions of (4.10). For future use we note that, for every u, v ∈ AD, (4.8) gives us It follows that, when u e ∈ AD is a solution of the equilibrium equations, (4.10), we have the identity, for every v ∈ AD, where C e := C ue = (∇u e ) T ∇u e , C v := (∇v) T ∇v, and w := v − u.

Multiaxial Tension.
In the sequel we shall assume that the second Piola-Kirchhoff stress tensor K is positive semidefinite at a given deformation v ∈ AD, that is, for a.e. x ∈ Ω, In view of (4.3) and the positivity of the Jacobian det ∇v, inequality (4.13) is essentially the same as the assumption that the Cauchy stress tensor T is positive semidefinite. Thus, (4.13) is the assumption that the principal stresses in the deformed material are all tensile.
The next result yields a simple consequence of (4.13) that we shall use. We sketch a proof for the convenience of the reader. Lemma 4.6. Let L ∈ L p (Ω; Sym n ) for some p ∈ [1, ∞]. Suppose that L(x) is positive semidefinite at almost every x ∈ Ω. Then for all w ∈ W 1,q (Ω; R n ), where 1 p Conversely, suppose that L ∈ C(Ω; Sym n ) satisfies (4.14) for all w ∈ W 1,2 0 (Ω; R n ). Then L(x) is positive semidefinite at every x ∈ Ω.

The Elasticity
Tensor. If the elasticity tensor is uniformly positive definite at a deformation u ∈ Def ∩ W 1,∞ (Ω; R n ), i.e., for some β > 0, every M ∈ Sym n , and a.e. x ∈ Ω, then the choice M = B(x) together with an integration of (4. 19) yields where B is a nonempty, bounded, open set with B ⊂ Psym n and C u := (∇u) T ∇u. Then there exists an ε > 0 such that any v ∈ AD that satisfies, for a.e. x ∈ Ω, C v := (∇v) T ∇v, will also satisfy Here and in the sequel, we use the notation []C v − C u [] BMO(Ω) to denote the BMO-seminorm of the tensor C v − C u . The definition is precisely as in (2.2), except one has the tensor in place of ψ and the Euclidean norm in place of the absolute value in the integral.
Proof of Lemma 4.7. For clarity of exposition, we suppress the variable x. Let u ∈ AD satisfy (4.20) and (4.21) for all B ∈ L 2 (Ω; Sym n ). Suppose that v ∈ AD satisfies (4.22) for some ε > 0 to be determined and define E := C v − C u . Then, Lemma A.1 with V = C v , U = C u , and L = C v − C u = E yields a constant c = c(B) > 0 such that, for a.e. x ∈ Ω, (4.24) If we now integrate (4.24) over Ω and make use of (4.20) we find that We next note that inequality (2.7) (with q = 3 and p = 2) of Proposition 2.5 yields a constant J > 0 such that, for the given E = C v − C u that satisfies (4.22) 2 and every i, j ∈ {1, . . . , n}, Thus one deduces (4.23) as a consequence of (4.25) and (4.26) when ε is sufficiently small.
Finally, for future reference, we note that the uniform positivity of the elasticity tensor is preserved under perturbations that are small in the space of strains. We give a proof of this elementary result for the convenience of the reader. for every M ∈ Sym n and a.e. x ∈ Ω. Then there exists an ω o ∈ (0, |C o |) such that any C ∈ Psym n that satisfies will also satisfy, for all M ∈ Sym n and a.e. x ∈ Ω,

Uniqueness in BMO ∩ L 1 Neighborhoods
The first result of this section yields a comparison of the energy of an equilibrium solution, u e , to the energy of any admissible deformation whose strains are sufficiently close to C e in BMO ∩ L 1 . Our main theorem then follows from this energy estimate. It establishes that, given a solution u e of the equilibrium equations whose principal stresses are positive (or a smooth solution whose principal stresses are sufficiently small and negative) and where the integral of the elasticity tensor is uniformly positive, there is a neighborhood of C e in Psym n in the BMO ∩ L 1 -topology in which there are no other solutions of the equilibrium equations. Suppose that u e ∈ AD is a weak solution of the equilibrium equations, (4.10), that satisfies, for some k > 0, some ∈ (0, 1), every P ∈ L 2 (Ω; Sym n ), and almost every x ∈ Ω, where C e = C ue := (∇u e ) T ∇u e . Fix X ∈ R with X > ||C e || ∞,Ω and X -1 < . Then there exists a δ = δ(X) > 0 such that any v ∈ AD that satisfies Suppose that u e ∈ AD is a weak solution of the equilibrium equations that satisfies (5.1) and, for some τ v ∈ R, every a ∈ R n , and almost every x ∈ Ω, Assume in addition that either (a) τ u ≥ 0; or (b) u e ∈ C 1 (Ω; R n ) and τ u ≥ −kC M , where C M is given by Proposition 2.2.
Fix X ∈ R with X > ||C e || ∞,Ω and X -1 < (see (5.1)). Then there exists a δ = δ(X) > 0 such that any v ∈ AD that satisfies (5.2) will have strictly greater energy that u e . Moreover, if u e and v also satisfy, for some τ v ∈ R, every a ∈ R n , and almost every x ∈ Ω, 2τ v ≥ −3kC M and at least one of u e and v is contained in C 1 (Ω; R n ), then v cannot be a weak solution of the equilibrium equations. In particular if, for a.e. x ∈ Ω, K(x, C e (x)) and K(x, C v (x)) are positive semidefinite, then v cannot be a weak solution of the equilibrium equations. for some u, v ∈ AD. For information on the characterization of such mappings see, e.g., Blume [3] or Ciarlet & Laurent [8] and the references therein.
Proof of Lemma 5.1. We suppress the variable x for clarity of exposition. Let u e ∈ AD be a weak solution of the equilibrium equations that satisfies (5.1). Fix X ∈ R with X > ||C e || ∞,Ω and X -1 < . Define B ⊂ Psym n by B := {P ∈ Psym n : X -2 < det P, |P| < X}.
Let v ∈ AD satisfy (5.2) for some δ > 0 to be determined. Then (4.1), (4.4), and Lemma A.1 with V = C v , U = C e , and E = C v − C e yield a constant c = c(B) > 0 such that, for a.e. x ∈ Ω, If we now integrate (5.6) over Ω and make use of (5.1) we find that We next consider the term E : K(C e ). We make use of an observation in [18] (see, also, [41]) to write We then combine (5.7) and (5.9) and make use of the identity (4.12) (which is a consequence of the equilibrium equations (4.10)) to conclude that Next, inequality (2.7) (with p = 2 and q = 3) in Proposition 2.5 yields a constant J > 0 such that, for the given u e and v that satisfy (5.2) and every i, j ∈ {1, 2, . . . , n}, which together with (5.10) yields the desired result, (5.3), when δ is sufficiently small.
Finally, suppose that v = v e ≡ u e is a solution of the equilibrium equations. Then the above argument with u e replaced by v e and v replaced by u e yields (see (5.6)-(5.11)) the desired inequality, (5.4), when δ is sufficiently small after an additional observation: Lemma 4.7 together with (5.1) implies that the constant k in (5.3) becomes k/2 in (5.4) (see (5.6) and (5.7)).
Proof of Theorem 5.2. We again suppress the variable x for clarity of exposition. Let u e ∈ AD be a weak solution of the equilibrium equations that satisfies (5.1) and (5.5). Then, in view of Let δ > 0 be given by Lemma 5.1 so that any v ∈ AD that satisfies (5.2) will also satisfy (5.3), that is, where we have made use of (5.12).
(a). Clearly, τ u ≥ 0 yields E(v) ≥ E(u e ) since k > 0. Suppose that E(v) = E(u e ). Then C v = C e a.e. Note that, in view of (5.1) 2 , (5.14) Next, in view of Lemma 4.6 (with L = K(C e ) + K(C ve ) − 2τ v I) which together with (5.14) gives us If τ v ≥ 0, then k > 0 yields C ve = C e a.e. and the same argument used to prove (a) now yields v e = u e . Thus, v ≡ u e cannot satisfy the equilibrium equations.
(ii). Suppose now that 2τ v ≥ −3kC M and at least one of u e and v is contained in C 1 (Ω; R n ). Then (5.15) together with Proposition 2.2 (with p = q = 2) now yields Therefore, v e = u e and hence v ≡ u e cannot satisfy the equilibrium equations.

Deformations with Small Strain.
In this subsection we focus on deformations u ∈ AD whose nonlinear Green-St. Venant strain tensor is sufficiently small. Given one equilibrium solution u e whose strain tensor E e is uniformly and sufficiently small we apply Theorem 5.2 to show that there is a BMO ∩ L 1 neighborhood in strain space where there are no other solutions of the equilibrium equations. for every B ∈ Sym n and a.e. x ∈ Ω. Assume further that u e ∈ AD is a weak solution of the equilibrium equations that satisfies, for some τ u ∈ R, some ∈ (0, 1), every a ∈ R n , and almost every x ∈ Ω, a · K x, C e (x) a ≥ 2τ u |a| 2 , det ∇u e (x) > , C e − I ∞,Ω < ω o , (5.17) where C e = C ue := (∇u e ) T ∇u e , ω o is the constant determined in Lemma 4.8 (with C o = I), and either (a) τ u ≥ 0; or (b) u e ∈ C 1 (Ω; R n ) and τ u ≥ −kC M , where C M is given by Proposition 2.2.
Fix X ∈ R with X > ||C e || ∞,Ω and X -1 < and suppose that v ∈ AD satisfies ||C v || ∞,Ω < X, det ∇v > X -1 a.e., then v will have strictly greater energy that u e . Moreover, if u e and v also satisfy, for some τ v ∈ R, every a ∈ R n , and almost every x ∈ Ω, a · K x, C e (x) + K x, C v (x) a ≥ 2τ v |a| 2 with either (i) τ v ≥ 0; or (ii) 2τ v ≥ −3kC M and at least one of u e and v is contained in C 1 (Ω; R n ), then v cannot be a weak solution of the equilibrium equations. In particular if, for a.e. x ∈ Ω, K(x, C e (x)) and K(x, C v (x)) are positive semidefinite, then v cannot be a weak solution of the equilibrium equations.

Reference Configurations at Equilibrium
We here note that the statement of Theorem 5.2 simplifies when the body in its reference configuration is itself at equilibrium. Thus, we assume that u e = id ∈ C 1 (Ω; R n ), i.e., u e (x) = id(x) := x for x ∈ Ω, where Ω ⊂ R n is a Lipschitz domain. Clearly, we also require that d = id on D. However, we do not require that this reference configuration be stress free.
Remark 6.1. The above assumption is akin to assuming that one is given a body, B ⊂ R n , and a mapping u : B → R n that is a solution of the equilibrium equations and for which the deformed body is a Lipschitz (or John) domain. However, without further assumptions on u the two approaches are not equivalent. In particular, u(∂B) need not be equal to ∂Ω. Theorem 6.2 (Theorem 5.2 for a Reference Configuration at Equilibrium). Let σ : Ω × Psym n → [0, ∞) satisfy (1)-(3) of Hypothesis 4.1. Suppose that u e = id is a weak solution of the equilibrium equations, (4.10), that satisfies, for some k > 0, every P ∈ L 2 (Ω; Sym n ), every a ∈ R n , and almost every x ∈ Ω, Ω P(x) : C x, I P(x) dx ≥ 16k Ω |P(x)| 2 dx, a · K(x, I)a ≥ −2kC M |a| 2 .
Fix X > √ n. Then there exists a δ = δ(X) > 0 such that any v ∈ AD that satisfies v = id, with C v := (∇v) T ∇v, will have strictly greater energy than id. Moreover, if in addition, for almost every x ∈ Ω and every a ∈ R n , a · K x, I + K x, C v (x) a ≥ −3kC M |a| 2 then v cannot be a weak solution of the equations of equilibrium. In particular if, for a.e. x ∈ Ω, K(x, I) and K(x, C v (x)) are positive semidefinite, then v cannot be a weak solution of the equilibrium equations.
Remark 6.3. (1). A slightly better result can be obtained by replacing Proposition 2.2 with the result it is based upon in [17]. (2). We note that statements of prior results of ours from [42] as well as a prior result of J. Sivaloganathan and one of the current authors from [40] also simplify in the special case when u e = id.