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✓ 4 results · all verified · 2 also independently AI-judged
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Linear elasticity, nearly incompressible limits and locking

1 · Prerequisites

2 · Summary

For bounded connected Lipschitz domains in dimensions two and three, this page defines the homogeneous-Dirichlet small-strain isotropic elasticity model with measurable shear modulus 0<μ0≤μ≤μ1 and finite Lamé parameter λ≥0. Korn coercivity and Lax–Milgram give a unique displacement and a uniform energy bound. Céa gives a conforming Galerkin estimate with its explicit λ-dependent factor.

For the nearly incompressible regime the pressure is normalized in L02(D), with sign chosen to match the stated divergence pairing. The P1-bubble/P1 mini-element pair is treated on conforming shape-regular affine simplicial meshes. Its mixed stability and best-approximation error remain uniform through λ=∞, where the constraint becomes div⁡u=0. The result is not a nonlinear existence theorem and does not assert coefficient-contrast robustness.

The algebraic gauge and its nonsingularity lemma address a separately identified free-body rigid-motion nullspace under exact kernel assumptions. This algebraic case is distinct from the full-boundary Dirichlet model, where rigid motions are already removed.

3 · Logical flowchart

4 · Definitions, theorems and proofs

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Algebraic gauge for a rigid-body stiffness nullspace

Definition

Let K∈RN×N be symmetric positive semidefinite, let R∈RN×r have full column rank and satisfy ker⁡K=range⁡R, and let f∈RN be compatible in the sense RTf=0. Define the gauge solve as the procedure:

  1. Form the square augmented matrix and right-hand side
[KRRT0],[f0].
  1. Solve for (u,γ)∈RN×Rr.
  2. Return u, which is the representative satisfying RTu=0.

The input hypotheses must be checked for the particular stiffness matrix. The procedure does not identify an omitted nullspace or assert a load is compatible.

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The rigid-body gauge system is nonsingular

Statement

Let K and R satisfy the input hypotheses of Algebraic gauge for a rigid-body stiffness nullspace. Then [KRRT0] is nonsingular. For RTf=0, its unique solution with right-hand side [f0] has γ=0 and is the unique u satisfying Ku=f and RTu=0.

Facts & Assumptions

Given: A symmetric positive-semidefinite K∈RN×N, a full-column-rank R with ker⁡K=range⁡R, and a compatible load f with RTf=0.

[F1]

The gauge algorithm forms the augmented system Ku+Rγ=f, RTu=0 under precisely these input hypotheses. (Algebraic gauge for a rigid-body stiffness nullspace)

Proof

1.1givenF1algebra

Suppose (x,η) lies in the nullspace of the augmented matrix. Then Kx+Rη=0 and RTx=0. Multiplying the first equation by xT gives xTKx+xTRη=0, and the second equation makes the second term zero; hence xTKx=0.

2.1givenstep 1.1algebra

For any y∈RN and t∈R, positive semidefiniteness gives (x+ty)TK(x+ty)=2tyTKx+t2yTKy≥0. If yTKx≠0, choosing t with the opposite sign and sufficiently small magnitude makes the right side negative. Thus yTKx=0 for every y, so Kx=0.

3.1givenstep 2.1algebra

Since ker⁡K=range⁡R, write x=Ra. Then 0=RTx=RTRa; full column rank makes RTR positive definite, so a=0 and x=0. The first null equation now gives Rη=0, and full column rank yields η=0. The augmented square matrix is injective and therefore nonsingular by finite-dimensional rank-nullity.

4.1givenF1step 3.1algebra∎

Nonsingularity gives a unique solution for every right-hand side. For the right-hand side [f;0], multiply Ku+Rγ=f by RT. Symmetry of K and KR=0 imply RTK=0, so RTRγ=RTf=0 and positive definiteness gives γ=0. Hence Ku=f and RTu=0. Conversely, any vector satisfying those two equations with multiplier zero solves the augmented system, so its uniqueness follows from step 3.1.

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Linear isotropic elasticity: displacement form and data

Definition

Assume Countable Choice. Let d∈{2,3} and let D⊂Rd be nonempty, open, bounded, connected, and Lipschitz. Use the real spaces V=H01(D;Rd) and Q=L02(D), norms ∥v∥V=∥∇v∥L2(D) and ∥q∥Q=∥q∥L2(D), and b(v,q)=−∫Dq div⁡v as in Stokes velocity and pressure spaces and weak forms. For a real normed space X, write X′ for its continuous real dual with operator norm ∥F∥X′=sup⁡∥x∥X≤1∣F(x)∣. Let μ∈L∞(D;R) satisfy 0<μ0≤μ(x)≤μ1<∞ almost everywhere, let λ≥0 be a scalar, and let f∈V′. For any w,z∈H1(D;Rd) define ε(w)=(∇w+∇wT)/2 and aμ(w,z)=2∫Dμ ε(w):ε(z),Eλ(w,z)=aμ(w,z)+λ∫Ddiv⁡w div⁡z, and σλ(w)=2με(w)+λ(div⁡w)Id. The homogeneous-Dirichlet model restricts these forms to V, with displacement zero on the full boundary; an example may prescribe a different boundary partition but gains no well-posedness claim from this definition. This is a linear small-strain model; no nonlinear, injectivity, or contrast-independent estimate is asserted.

Countable Choice is inherited through the imported Sobolev and Stokes-space conventions; this definition makes no arbitrary-index selection.

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The mixed pressure has the mean-zero gauge

Statement

Assume Countable Choice. Let D⊂Rd be bounded and open, let 0<λ<∞, and let u∈H01(D;Rd). Since D has finite measure, Hölder's inequality makes every L2(D) representative integrable, and almost-everywhere equal representatives have the same integral. Thus the local mean-zero space QD:={q∈L2(D;R):∫Dq=0}. Set p=−λdiv⁡u. Then p∈QD. If additionally d∈{2,3} and D is nonempty, connected, and Lipschitz, this QD is exactly the space Q=L02(D) of Stokes velocity and pressure spaces and weak forms, so p belongs to the mixed elasticity model's pressure space.

Facts & Assumptions

Given: Countable Choice, a bounded open D, a finite λ>0, u∈H01(D;Rd), the local pressure space QD in the Statement, and p=−λdiv⁡u.

[A1]

Countable Choice is required by the zero-mean-divergence supplier. (The Axiom of Countable Choice (ACω))

[F1]

Every zero-boundary field has an L2 divergence with integral zero. (Zero mean of the divergence of a zero-boundary field)

[F2]

On bounded D, every L2(D) representative is integrable by Hölder, the integral is unchanged under almost-everywhere equality, and it is linear; hence QD={q∈L2(D;R):∫Dq=0} is a well-defined linear subspace. When d∈{2,3} and D is nonempty, bounded, connected, and Lipschitz, the imported Stokes definition uses exactly this QD. (Holder's inequality for integrals, including the endpoint cases, Two integrable functions are equal almost everywhere exactly when all of their indefinite integrals agree, The Lebesgue integral is linear on L1(μ), Stokes velocity and pressure spaces and weak forms)

Proof

1.1A1F1F2given

Under [A1], [F1] gives div⁡u∈L2(D) and ∫Ddiv⁡u=0. By the definition of QD in [F2], this means div⁡u∈QD.

2.1givenF2step 1.1algebra∎

Multiplication by the finite scalar −λ preserves membership in the linear subspace QD. Therefore p=−λdiv⁡u∈QD. In the stated connected Lipschitz model domain, [F2] identifies QD with Q, giving the model-space conclusion as well.

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Dirichlet elasticity energy bound and Galerkin estimate

Statement

Assume Countable Choice and the data of Linear isotropic elasticity: displacement form and data. For every finite λ≥0 there is a unique u∈V such that Eλ(u,v)=f(v) for every v∈V. It satisfies

∥u∥V≤μ0−1∥f∥V′,Eλ(u,u)≤μ0−1/2∥f∥V′.

For every finite-dimensional conforming subspace Vh⊂V, the Galerkin solution uh is unique and

∥u−uh∥V≤2μ1+dλμ0inf⁡vh∈Vh∥u−vh∥V.

Facts & Assumptions

Given: Countable Choice, d∈{2,3}, the model data, a finite λ≥0, and f∈V′.

[A1]

Countable Choice is used for Hilbert completeness and the continuous Lax–Milgram and Céa applications. (The Axiom of Countable Choice (ACω))

[F1]

V=H01(D;Rd) has the gradient norm, and the local homogeneous-Dirichlet Poincaré inequality makes that norm equivalent to the usual H1 norm. (Linear isotropic elasticity: displacement form and data, A bounded-domain Poincare inequality for H1-zero fields)

[F2]

Under Countable Choice, W1,2(D) is Hilbert; H01(D) is its closed subspace defined as the H1-closure of Cc∞(D). (The Sobolev space H1 is a Hilbert space, Zero-boundary Sobolev space as a norm closure, Integer-order Sobolev spaces and their norms)

[F3]

For every v∈V, 2∥ε(v)∥22=∥∇v∥22+∥div⁡v∥22. (The homogeneous Dirichlet strain identity)

[F4]

Cauchy–Schwarz bounds the L2 pairing and the induced integral bilinear forms. (Cauchy-Schwarz inequality for L2)

[F5]

A bounded coercive real bilinear form on a Hilbert space has a unique variational solution. (The Lax--Milgram theorem)

[F6]

For a bounded coercive conforming Galerkin problem, ∥u−uh∥≤(M/α)inf⁡vh∥u−vh∥. (Céa quasi-optimality for coercive conforming Galerkin problems)

Proof

1.1givenF1F4algebra

Since ∣ε(v)∣F≤∣∇v∣F and ∣div⁡v∣≤d∣∇v∣F, [F4] gives ∣Eλ(u,v)∣≤(2μ1+dλ)∥u∥V∥v∥V. The form is real, symmetric, and bounded.

1.2givenF3algebra

By [F3] and μ≥μ0, Eλ(v,v)≥2μ0∥ε(v)∥22≥μ0∥v∥V2; the volumetric term is nonnegative.

2.1A1F1F2F5step 1.1step 1.2

By [F1]–[F2], V is complete in ∥⋅∥V. Applying [F5] to the bounded functional f and the form of steps 1.1–1.2 yields a unique u∈V.

3.1givenstep 1.2step 2.1algebra

Testing with v=u gives Eλ(u,u)=f(u)≤∥f∥V′∥u∥V and, by step 1.2, μ0∥u∥V2≤∥f∥V′∥u∥V. If u≠0, divide by μ0∥u∥V; if u=0, the claimed bound is immediate. Substitution into the energy identity gives the second estimate.

4.1A1F1F2F6step 1.1step 1.2∎

The form bounds in step 1.1 and the coercivity constant μ0 in step 1.2 satisfy the hypotheses of [F6] on every finite-dimensional conforming Vh. Thus its Galerkin solution is unique and the stated M/α estimate is exactly M=2μ1+dλ, α=μ0.

DefinitionDefinition: AI-adaptedProof: Not applicableOpen item page →

Displacement-pressure formulation and mini-element pair

Definition

Assume Countable Choice, as in the imported model and mini-element spaces. Use the model, spaces, and sign convention of Linear isotropic elasticity: displacement form and data. For finite λ>0, set p=−λdiv⁡u∈Q and write the mixed equations

aμ(u,v)+b(v,p)=f(v),b(u,q)−λ−1(p,q)L2(D)=0

for all v∈V and q∈Q. The pressure belongs to Q by The mixed pressure has the mean-zero gauge, which uses the zero-mean-divergence result. At the endpoint λ=∞, define λ−1=0 and impose b(u,q)=0; this is the incompressible constraint. At λ=0 use the primal displacement problem with p=0, not a mixed saddle system.

For a connected polygonal or polyhedral D in dimension d=2 or 3 with a conforming shape-regular affine simplicial mesh, the discrete pair (Vh,Qh) is exactly the P1-bubble/P1 mini-element pair of The conforming P1-bubble/P1 mini element. The discrete mixed equations use the same aμ,b,λ−1 and replace V,Q by Vh,Qh.

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Uniform mini-element stability through the incompressible limit

Statement

Assume Countable Choice and the model and mixed conventions of Linear isotropic elasticity: displacement form and data and Displacement-pressure formulation and mini-element pair. Let D be bounded, connected, and Lipschitz, d∈{2,3}, 0<μ0≤μ≤μ1, and f∈V′. For every λ∈[0,∞] the continuous problem has a unique solution; at λ=0 use the primal problem and set p0=0, while at λ=∞ impose div⁡u=0. If D is polygonal or polyhedral and {Th} is any conforming shape-regular affine simplicial mesh family with a common shape-regularity bound, the mini-element discrete problem has a unique solution for every h and every λ∈[0,∞], with ph,0=0. There is a constant C depending only on d,D,μ0,μ1 and the common shape-regularity bound, but independent of λ and h, such that ∥uλ∥V+∥pλ∥Q≤C∥f∥V′,∥uλ−uh,λ∥V+∥pλ−ph,λ∥Q≤Cinf⁡vh∈Vh, qh∈Qh(∥uλ−vh∥V+∥pλ−qh∥Q). At λ=∞ the constraint is div⁡u=0. The estimate makes no heterogeneous-coefficient robustness claim beyond the displayed dependence.

Facts & Assumptions

Given: Countable Choice; the real spaces V=H01(D;Rd) and Q=L02(D); μ0,μ1 and μ; f∈V′; and, for the discrete conclusions, nonempty conforming shape-regular affine simplicial meshes and the mini-element spaces.

[A1]

Countable Choice is assumed in the Hilbert-space completion, Lax–Milgram, and continuous Babuška–Brezzi branches; no full Axiom of Choice is used. (The Axiom of Countable Choice (ACω))

[F1]

The spaces, norms, strain, and sign convention are V=H01(D;Rd), Q=L02(D), ∥v∥V=∥∇v∥2, and b(v,q)=−(q,div⁡v). (Linear isotropic elasticity: displacement form and data, Displacement-pressure formulation and mini-element pair)

[F2]

Every v∈V has div⁡v∈Q. (Zero mean of the divergence of a zero-boundary field)

[F3]

The homogeneous Dirichlet identity is 2∥ε(v)∥22=∥∇v∥22+∥div⁡v∥22. (The homogeneous Dirichlet strain identity)

[F4]

The continuous inf-sup constant of b is at least Cdiv(D)−1>0. (Continuous Stokes divergence inf-sup on a Lipschitz domain)

[F5]

For the mini-element family, βh≥(CFCdiv(D))−1>0 with CF depending only on dimension and the common shape-regularity bound. (Uniform Fortin stability of the mini element)

[F6]

On real Hilbert spaces, bounded a,b, coercivity on ker⁡B, and a positive inf-sup constant give unique mixed solvability; when Q≠{0} the theorem also assumes V≠{0}. (Babuska-Brezzi solvability by kernel coercivity and inf-sup)

[F7]

For every finite λ≥0, the primal problem has a unique solution and ∥uλ∥V≤μ0−1∥f∥V′. (Dirichlet elasticity energy bound and Galerkin estimate)

[F8]

Under Countable Choice, H1(D) and L2(D) are Hilbert; H01(D) is closed, and Poincaré makes the gradient norm complete on it. (The Sobolev space H1 is a Hilbert space, L2 with the integral pairing is a Hilbert space, Zero-boundary Sobolev space as a norm closure, A bounded-domain Poincare inequality for H1-zero fields)

[F9]

The L2 Cauchy–Schwarz inequality gives ∣(g,h)L2∣≤∥g∥2∥h∥2. (Cauchy-Schwarz inequality for L2)

[F10]

For finite λ>0, p=−λdiv⁡u lies in the mean-zero pressure space Q. (The mixed pressure has the mean-zero gauge)

Proof

1.1givenF1F3F9algebra

The pointwise bounds ∣ε(v)∣F≤∣∇v∣F and ∣div⁡v∣≤d∣∇v∣F, together with [F9], give ∣aμ(u,v)∣≤2μ1∥u∥V∥v∥V and ∣b(v,q)∣≤d∥v∥V∥q∥Q. By [F3], aμ(v,v)≥2μ0∥ε(v)∥22≥μ0∥v∥V2.

1.2A1F8F9givenconstruct

The space V is a closed subspace of H1(D;Rd) and its gradient norm is equivalent to the H1 norm by [F8]; Q is the closed kernel of the bounded integral functional on L2(D). Thus both are real Hilbert spaces under [A1]. Also Q≠{0}: two disjoint positive-measure balls inside D give a nonzero difference of indicator functions with zero integral. And V≠{0}: choose a ball B(x0,r) with closure in D and set ϕ(x)=exp⁡(−1/(r2−∣x−x0∣2)) inside it and zero outside. Its derivatives vanish at the sphere, so ϕ∈Cc∞(D) is nonzero and (ϕ,0,…,0)∈V.

1.3A1F2F7F10givenalgebra

For finite λ>0, take the primal solution from [F7] and set pλ=−λdiv⁡uλ. By [F2, F10], pλ∈Q. Then aμ(uλ,v)+b(v,pλ)=aμ(uλ,v)+λ(div⁡uλ,div⁡v)=f(v), while b(uλ,q)−λ−1(pλ,q)=−(div⁡uλ,q)+(div⁡uλ,q)=0. Conversely, any mixed solution has s=div⁡u+λ−1p∈Q by [F2]; its second equation gives (s,q)=0 for every q∈Q, hence s=0 by choosing q=s. It therefore solves the unique primal equation and has the same pressure.

2.1A1F1F4F6step 1.1step 1.2

At λ=0, use the primal solution and set p0=0 by convention. At λ=∞, apply [F6] to V,Q, a=aμ, and b with G=0: [F1] and step 1.1 give bounded forms, step 1.1 gives coercivity on all of V, [F4] gives the inf-sup bound, and step 1.2 gives real Hilbert spaces with both V,Q nonzero. This yields a unique mean-zero pair (u∞,p∞).

2.2A1F5step 1.1givenalgebra

For each discrete pair, [F5] supplies a positive βh bounded below independently of h. For finite λ>0 or λ=∞, write c=λ−1≥0, with c=0 at infinity. A homogeneous discrete mixed solution (wh,rh) satisfies aμ(wh,vh)+b(vh,rh)=0 and b(wh,qh)−c(rh,qh)=0. Test with vh=wh and qh=rh and subtract the second equality from the first to get aμ(wh,wh)+c∥rh∥Q2=0. Step 1.1 forces wh=0, and then discrete inf-sup forces rh=0. The square finite-dimensional block matrix is injective, hence bijective, so the discrete system has a unique solution for every right-hand side.

2.3F4F5step 1.1algebra

The same stability estimate applies to any solution of aμ(w,v)+b(v,r)=F(v), b(w,q)−c(r,q)=G(q) when the inf-sup constant is β>0. Put U=∥w∥V, P=∥r∥Q, F0=∥F∥V′, and G0=∥G∥Q′. Testing with v=w and q=r and subtracting gives μ0U2≤F0U+G0P. The first equation and inf-sup give βP≤F0+2μ1U. With S=F0+G0 and A=1+2μ1/β, substitution, using F0G0≤S2/4, yields μ0U2≤ASU+S2/(4β). Solving this quadratic gives U≤CUS, where CU=(A+A2+μ0/β)/(2μ0); then P≤CPS with CP=β−1(1+2μ1CU). Thus U+P≤C∗S for C∗=CU+CP, and these constants do not depend on c.

3.1A1F1F2F3F9step 1.3step 2.2construct

For 0<λ≤μ0, let Ph:Q→Qh be the L2-orthogonal projection. It exists uniquely: in a basis of the finite-dimensional Qh, its defining normal equations have the positive-definite Gram matrix ((qi,qj)), and orthogonality gives ∥p−Php∥Q=inf⁡qh∈Qh∥p−qh∥Q. The second mixed equation gives ph=−λPhdiv⁡uh. Hence the first is the symmetric discrete equation ah(uh,vh)=f(vh), where ah(w,v)=aμ(w,v)+λ(Phdiv⁡w,Phdiv⁡v). It is bounded by M0=2μ1+dμ0 and coercive by μ0.

4.1A1F1F2F9step 1.3step 2.2step 3.1algebra

For any wh∈Vh, subtract the equation for ah(wh,⋅) from the continuous primal equation. For every vh∈Vh this gives ah(uh−wh,vh)=ah(u−wh,vh)+λ((I−Ph)div⁡u,(I−Ph)div⁡vh). Since p=−λdiv⁡u, λ(I−Ph)div⁡u=−(I−Ph)p; orthogonal projection gives ∥I−Ph∥≤1, while ∥div⁡vh∥2≤d∥vh∥V, so Cauchy–Schwarz bounds the remainder by d∥p−Php∥Q∥vh∥V. Testing with vh=uh−wh and using coercivity yields the displacement estimate; if uh=wh it is immediate, and otherwise divide by μ0∥uh−wh∥V and take the infimum over wh: ∥u−uh∥V≤(1+M0μ0)inf⁡wh∈Vh∥u−wh∥V+dμ0inf⁡qh∈Qh∥p−qh∥Q. Moreover, p−ph=(I−Ph)p−λPhdiv⁡(u−uh), so ∥p−ph∥Q≤inf⁡qh∈Qh∥p−qh∥Q+μ0d∥u−uh∥V. Adding these bounds gives the claimed product-space best-approximation estimate with a constant depending only on d,μ0,μ1.

4.2A1F1F2F3F9step 1.3step 2.2step 3.1algebra

Testing the continuous primal equation with u and the equivalent discrete ah equation with uh, coercivity gives ∥u∥V,∥uh∥V≤μ0−1∥f∥V′. The pressure identities and λ≤μ0 then give ∥p∥Q≤λd∥u∥V≤d∥f∥V′ and ∥ph∥Q≤λd∥uh∥V≤d∥f∥V′.

5.1A1F4F5F7F9step 2.3step 4.1step 4.2algebra

For λ=0, [F7] gives the solution bounds and the displacement estimate with constant 2μ1/μ0; p0=ph,0=0. For 0<λ≤μ0, step 4.2 gives uniform solution bounds and step 4.1 the uniform best-approximation estimate. For λ≥μ0 or λ=∞, step 2.3 with the continuous inf-sup bound [F4] and discrete bound [F5] gives uniform solution bounds. For the same upper range, c=λ−1≤μ0−1 and ∣Aλ((u,p),(v,q))∣≤2μ1∥u∥V∥v∥V+d∥v∥V∥p∥Q+d∥u∥V∥q∥Q+μ0−1∥p∥Q∥q∥Q, so its product-space operator norm is at most M=2μ1+2d+μ0−1, independently of λ.

6.1A1F4F5step 1.3step 2.1step 2.2step 2.3step 4.1step 4.2step 5.1algebra∎

Write ∥(v,q)∥V×Q=∥v∥V+∥q∥Q. Let x=(u,p) be the continuous solution, xh=(uh,ph) its Galerkin solution, and fix yh=(vh,qh)∈Vh×Qh. Galerkin orthogonality gives Aλ(xh−yh,zh)=Aλ(x−yh,zh) for every zh=(wh,rh). Thus xh−yh solves the discrete mixed system with data Fh(wh)=Aλ(x−yh,(wh,0)) and Gh(rh)=Aλ(x−yh,(0,rh)). The bound on Aλ gives ∥Fh∥+∥Gh∥≤2M∥x−yh∥V×Q. Applying the stability bound of step 2.3 with β≥min⁡(Cdiv(D)−1,β∗)>0, then the triangle inequality and the infimum over yh, gives the required estimate with a constant at most 1+2MC∗. Combining this with steps 1.3–2.1, 2.2, 4.1–4.2, and 5.1 covers every λ∈[0,∞].

5 · Examples, counterexamples and false statements

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