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Linear elasticity, nearly incompressible limits and locking — Examples

1 · Prerequisites

2 · Summary

The examples compute a manufactured shear state on a clamped rectangle, identify the rigid translations and rotations in a free-body stiffness kernel, and exhibit a fixed four-triangle P1 displacement space whose only pointwise divergence-free field is zero. A smooth solenoidal load then forces the P1 solution to vanish as λ→∞ on that fixed mesh. The mini-element comparison uses the parameter-uniform best-approximation theorem; no mesh-uniform P1 rate is claimed.

3 · Logical flowchart

4 · Definitions, theorems and proofs

None yet.

5 · Examples, counterexamples and false statements

ExampleConstruction: AI-adaptedVerification: AI-generatedprecheck passjudge pass (gpt-6-luna)Open item page →

Rigid motions in a free-body stiffness nullspace

Statement

Let D⊂Rd, d∈{2,3}, be a connected polygonal or polyhedral domain with a finite conforming affine simplicial mesh Th and no essential boundary constraints. Define the continuous P1 vector space Sh={v∈C0(D‾;Rd):v∣K is affine for every K∈Th} and its global nodal basis (ϕi)i=1N. For constants μ>0 and λ≥0, set ε(v)=(∇v+∇vT)/2, k(v,w)=2μ∫Dε(v):ε(w)+λ∫Ddiv⁡v div⁡w, and Kij=k(ϕj,ϕi). For every infinitesimal rigid motion r(x)=a+Ωx, with a∈Rd and ΩT=−Ω, its nodal coefficient vector lies in ker⁡K. Thus the range of any complete nullspace basis supplied to Algebraic gauge for a rigid-body stiffness nullspace must contain these translation and rotation vectors. This example does not claim they exhaust the nullspace on every mesh.

Facts & Assumptions

Given: A conforming affine simplicial mesh, its global continuous P1 vector space without essential boundary constraints, and the displayed isotropic stiffness bilinear form.

[F1]

The algebraic gauge procedure requires a complete basis R of the stiffness kernel and a compatible load before it is applied. (Algebraic gauge for a rigid-body stiffness nullspace)

Verification

1.1givenconstruct

On each nondegenerate simplex, an affine map is uniquely determined by its values at the d+1 affinely independent vertices, so its nodal P1 interpolant equals it. On each shared face the affine traces are determined by the same face-vertex values, so they agree and define a global continuous member of Sh.

2.1F1step 1.1algebra∎

Since Ω is skew-symmetric, ε(r)=(Ω+ΩT)/2=0 and div⁡r=tr⁡Ω=0. Thus the stiffness bilinear form pairs r to zero with every test basis function, which is exactly Kr=0 in coefficient coordinates. By [F1], every complete gauge basis must span these null vectors, although other null modes are not excluded here.

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A manufactured shear field on a clamped rectangle

Statement

Assume Countable Choice. On D=(0,1)2, clamp the left edge ΓD={0}×(0,1) and prescribe traction on the other three open edges ΓN. Let μ>0 and λ≥0 be constants and set u(x,y)=(0,x). The stress σλ(u)=2με(u)+λ(div⁡u)I2 is constant and satisfies −div⁡σλ(u)=0, u∣ΓD=0, and σλ(u)n=(0,μ) on the right edge, (μ,0) on the top edge, and (−μ,0) on the bottom edge. This is a manufactured linear-elasticity solution; no uniqueness result for partial Dirichlet data is asserted.

Facts & Assumptions

Given: Countable Choice; the linear-elasticity strain and stress conventions of Linear isotropic elasticity: displacement form and data; the square D=(0,1)2; constant μ>0; and λ≥0.

[A1]

Countable Choice is inherited through the imported model definition; the direct matrix and traction computations use no choice. (The Axiom of Countable Choice (ACω))

[F1]

The symmetric gradient is ε(u)=(∇u+∇uT)/2 and σλ(u)=2με(u)+λ(div⁡u)I2. (Linear isotropic elasticity: displacement form and data)

Verification

1.1A1givenF1algebra

The gradient of u=(0,x) is (0010), so ε(u)=(01/21/20) and div⁡u=0. Hence [F1] gives σλ(u)=(0μμ0), independent of λ.

2.1givenstep 1.1algebra∎

The stress is constant, so its row-wise divergence is zero. The displacement vanishes at x=0. Multiplication by the outward unit normals (1,0), (0,1), and (0,−1) on the right, top, and bottom edges gives the three displayed tractions.

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A fixed-mesh P1 volumetric-locking obstruction

Statement

Assume Countable Choice. On D=(0,1)2, let c=(1/2,1/2) and split the square into the four triangles joining c to consecutive corners. The continuous P1 vector space with zero boundary values has no nonzero elementwise divergence-free field. Choose a nonzero smooth compactly supported divergence-free displacement u and set f=−div⁡(2ε(u)). Then u solves the continuous model with μ=1 for every finite λ≥0, but the P1 displacement Galerkin solutions on this fixed mesh tend to zero as λ→∞, so their V-norm error tends to ∥u∥V>0. The mini mixed pair on the same mesh retains the λ-uniform best-approximation estimate of Uniform mini-element stability through the incompressible limit. This is a fixed-mesh obstruction, not a mesh-uniform P1 rate.

Facts & Assumptions

Given: Countable Choice; the displacement model, its energy theorem, the mini mixed formulation and stability theorem; and the four-triangle fan mesh specified in the statement.

[A1]

Countable Choice is inherited through the continuous Hilbert-space solution theorem; the finite-mesh calculation and compactness argument use finite-dimensional subsequence extraction. (The Axiom of Countable Choice (ACω))

[F1]

For μ=1 and finite λ, the displacement solution is unique, has the stated energy identity, and satisfies a uniform H01 bound. (Dirichlet elasticity energy bound and Galerkin estimate)

[F2]

The mixed mini-element problem has a λ-uniform solution and best-approximation bound on a common shape-regular mesh family. (Uniform mini-element stability through the incompressible limit)

[F3]

The P1-bubble/P1 mini-element uses continuous P1 vector functions with zero trace plus cell bubbles, and mean-zero continuous P1 pressures. (The conforming P1-bubble/P1 mini element)

[F4]

The integral pairing obeys ∣(g,h)L2∣≤∥g∥2∥h∥2. (Cauchy-Schwarz inequality for L2)

[F5]

H01(D) is the H1-closure of Cc∞(D). (Zero-boundary Sobolev space as a norm closure)

[F6]

For zero-boundary fields, 2∥ε(v)∥22≥∥∇v∥22. (The homogeneous Dirichlet strain identity)

Verification

1.1givenconstructalgebra

Set η(t)=exp⁡(−1/((t−1/4)(3/4−t))) for 1/4<t<3/4 and η(t)=0 otherwise. At each endpoint every derivative from the interior is a finite sum of reciprocal-distance powers multiplied by exp⁡(−c/distance) for some c>0, hence tends to zero; so η∈Cc∞(0,1). Put ψ(x,y)=η(x)η(y) and u=(∂yψ,−∂xψ). Equality of mixed derivatives gives div⁡u=0. Since η(1/2)>0 and η(1/4)=0, the mean value theorem gives y∈(1/4,1/2) with η′(y)>0; hence u1(1/2,y)=η(1/2)η′(y)>0. Thus u≠0 and is compactly supported in D.

1.2A1F4F5givenalgebra

Let f=−div⁡(2ε(u))∈Cc∞(D;R2). For v∈Cc∞(D;R2), integration by parts and symmetry of 2ε(u) give 2(ε(u),ε(v))=(f,v). By [A1, F5], choose such tests converging to any given v∈V in H1; [F4] makes both pairings continuous under this convergence, so the identity holds for every v∈V.

1.3givenalgebra

A P1 vector field in this mesh vanishes at every boundary vertex and is determined by its center value z=(a,b). On the bottom triangle the edge vectors from the center to its corners are (−1/2,−1/2) and (1/2,−1/2); its affine gradient G maps both to −z. Subtracting gives the first column of G zero, and adding gives the second column (2a,2b), so divergence is 2b. On the right triangle the edge vectors are (1/2,−1/2) and (1/2,1/2); subtraction gives the second column zero and addition the first column (−2a,−2b), hence divergence is −2a. On the top triangle the edge vectors are (1/2,1/2) and (−1/2,1/2); subtraction gives the first column zero and addition the second column (−2a,−2b), hence divergence is −2b. On the left triangle the edge vectors are (−1/2,1/2) and (−1/2,−1/2); subtraction gives the second column zero and addition the first column (2a,2b), hence divergence is 2a. If all four divergences vanish, then a=b=0, so the elementwise divergence-free subspace is exactly {0}.

2.1F1step 1.1step 1.2givenalgebra

Since div⁡u=0, the volumetric term vanishes and step 1.2 gives Eλ(u,v)=f(v) for every v∈V and every finite λ≥0. By [F1], this identifies the same nonzero u as the unique continuous solution for each such λ.

3.1F1F4F6step 1.3step 2.1algebra

Let uh,λ be the P1 Galerkin solution, which exists uniquely by [F1]. Testing with uh,λ, using [F6] with μ=1, and applying [F4] gives ∥uh,λ∥V≤∥f∥V′ and λ∥div⁡uh,λ∥22≤∥f∥V′2. Thus along every sequence λn→∞ the discrete solutions are bounded in the finite-dimensional P1 space and have a convergent subsequence; the divergence of its limit is zero because the divergence norms tend to zero and convergence in H1 implies convergence of divergence in L2. The limit is zero by step 1.3. If the full family did not converge to zero, a sequence bounded away from zero would have such a zero-convergent subsequence, a contradiction. Hence uh,λ→0 and the reverse triangle inequality gives ∥u−uh,λ∥V→∥u∥V>0.

4.1F2F3step 3.1∎

The mini mixed comparison is exactly the scoped result [F2] under the spaces [F3]; its estimate keeps the best-approximation term and its constant is independent of λ on this mesh family. No conclusion about a P1 rate as h→0 is used.

Sources