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Forces and Continuum — Examples

1 · Prerequisites

2 · Summary

Worked computations for the forces and continuum page. The examples compute the boosted components of a dust tensor and the exact factorization of its boosted energy coefficient, the static uniaxial stress balance in which the stress but not the energy density is constrained, the finite-box flux identity checked on an explicit field with opposite-face cancellations and explicit transverse-area factors, a family of exact constant-velocity dust solutions with transverse density profile and finite-box constancy of the slice integrals, the null plane-wave scalar field with its conserved Hilbert tensor and the zero/nonzero branch of the profile derivative, and the perfect-fluid components in the rest and boosted frames with the exact energy-density shift. The counterexamples show that a prescribed covariant symmetric tensor of the form Fη−1 need not be conserved, and that zero local divergence alone does not conserve a finite slice integral when the side flux does not vanish. Every item is a mathematical computation or witness; none asserts a measurement, a material model or empirical evidence.

3 · Logical flowchart

4 · Definitions, postulates, theorems and proofs

None yet.

5 · Examples, experiments and counterexamples

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Dust stress-energy in a boosted inertial frame

Example

In an inertial chart x with frame (o;e0,e1,e2,e3), define the constant future unit field n:A→V by n(p)=e0 and the dust tensor T=ρ n⊗n on all of A, with constant rest coefficient ρ>0. Thus Tab=ρ δ0aδ0b and the only nonzero component is T00=ρ. Under the passive boost of The passive Lorentz boost with parameter beta along the x1 axis with parameter β, ∣β∣<1, γ=(1−β2)−1/2, the primed components are T′00=γ2ρ,T′01=T′10=−γ2βρ,T′11=γ2β2ρ,T′22=T′33=0, all other components zero; equivalently T′ab=ρ n′an′b, where n′a denotes the primed components of the same field n(p)=e0, namely (n′0,n′1,n′2,n′3)=(γ,−γβ,0,0).

Facts & Assumptions

Given: The affine Minkowski model with inertial frame (o;e0,e1,e2,e3) and chart x (Oriented time-oriented affine Minkowski space (the spacetime primitives), Inertial frames and inertial charts of the affine Minkowski model, Lorentz forms of inertia (3,1,0) on a 4-dimensional real vector space); ρ>0 constant; the fields n(p)=e0 and T=ρ n⊗n on all of A, with Tab=ρ δ0aδ0b, which is C1, symmetric and constant; the primed chart x′=Λx with Λ the matrix of the passive boost along e1 with parameter β∈(−1,1) and γ=(1−β2)−1/2 (The passive Lorentz boost with parameter beta, Rational powers ar of a positive base).

[F1]

Rank-two component law: under the inertial transition x′=Λx+a the components transform as T′ab=ΛacΛbdTcd; the boost is proper orthochronous with inverse B(−β). For the same vector field n, the primed components obey n′a=Λabnb. (Transformation of tensor, covector, derivative and current components under affine Lorentz maps,(i),(iii), The passive boost is a proper orthochronous Lorentz map with inverse B(-beta))

[F2]

Conservation terminology: a constant symmetric field has vanishing force density ∂a′T′ab=0, and dust tensors ρ n⊗n with constant future unit n and constant ρ>0 are conserved by the dust equivalence. (Stress-energy tensor, force density and local balance on flat spacetime, Dust: conservation of rho n tensor n is equivalent to continuity and inertial flow)

Verification

technique · direct
1.1F1given

Boosted components. The boost matrix has Λ00=γ, Λ01=Λ10=−γβ, Λ11=γ and preserves the other two spatial directions (The passive Lorentz boost with parameter beta). Since Tab=ρ δ0aδ0b, [F1] gives T′ab=ρ Λa0Λb0; using Λ00=γ, Λ10=−γβ, Λ20=Λ30=0 this is T′00=γ2ρ, T′01=T′10=−γ2βρ, T′11=γ2β2ρ and T′22=T′33=T′02=T′03=T′12=T′13=0.

2.1F1F2givenstep 1.1

Factorization and conservation. For the same field n(p)=e0, [F1] gives n′a=Λabnb=Λa0, hence its primed components are n′0=γ, n′1=−γβ, n′2=n′3=0. Step 1.1 therefore reads T′ab=ρ n′an′b; the passive change preserves the fields n and T. The primed components satisfy ηabn′an′b=−γ2+γ2β2=−1 and n′0>0, consistent with the future unit normalization of n=e0. All primed components are constant in the primed chart, so ∂a′T′ab=0, consistent with [F2] applied to the constant future unit field n and constant ρ>0.

3.1step 2.1∎

The primed coordinate coefficient T′00=γ2ρ is the numerical factorization γ2ρ=γ⋅(γρ); its source interpretation as one energy factor and one volume factor belongs to the separately adopted dust model reading and is not proved by this component computation. The example is a component computation and asserts no interaction, no dynamics and no measurement.

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Perfect fluid components in its rest frame and in a moving frame

Example

Let Tab=(ε+P)nanb+Pηab be the perfect-fluid tensor of Perfect-fluid divergence identity and its equivalence with the energy-balance and Euler equations, with n future unit. In an inertial frame in which n=e0 (fluid at rest) the components are T00=ε, T11=T22=T33=P and all other components zero. Under the passive boost along x1 with parameter β, ∣β∣<1, γ=(1−β2)−1/2, the primed components become T′00=γ2(ε+P)−P,T′01=T′10=−γ2(ε+P)β,T′11=γ2(ε+P)β2+P,T′22=T′33=P, all remaining components zero, and the observer contraction Tab(e0′)a(e0′)b=T′00 differs from ε by (γ2−1)(ε+P).

Facts & Assumptions

[F1]

Rank-two component law T′ab=ΛacΛbdTcd under the inertial transition. (Transformation of tensor, covector, derivative and current components under affine Lorentz maps,(iii))

[F2]

Observer decomposition: for a continuous symmetric field T and future unit observer n the contraction ε=Tabnanb is the energy density component of the unique observer decomposition, and in an adapted frame with n=e0 it equals T00. (Observer decomposition of a symmetric stress-energy tensor)

Verification

technique · direct
1.1given

Rest-frame components. With n=e0, na=δ0a and η=diag⁡(−1,1,1,1): T00=(ε+P)(n0)2+Pη00=(ε+P)−P=ε; Tii=(ε+P)(ni)2+Pηii=0+P=P for i=1,2,3; and T0i=(ε+P)n0ni+Pη0i=0.

2.1F2step 1.1

Observer contraction in the rest frame. By [F2] applied to the observer e0 the contraction is ε=Tab(e0)a(e0)b=T00, consistent with step 1.1.

2.2F1step 1.1

Boosted components. The boost matrix has Λ00=Λ11=γ, Λ01=Λ10=−γβ and preserves the other two spatial directions. Substituting the rest-frame components of step 1.1 into [F1] and summing the nonzero terms gives T′00=γ2ε+γ2β2P=γ2(ε+P)−P, T′01=γ(−γβ)ε+(−γβ)γP=−γ2(ε+P)β, T′11=γ2β2ε+γ2P=γ2(ε+P)β2+P, T′22=T′33=P, T′23=0 and T′02=T′03=T′12=T′13=0.

3.1F2step 2.2given

The boosted observer contraction. Because the passive boost B(β) is a proper orthochronous Lorentz map (The passive boost is a proper orthochronous Lorentz map with inverse B(-beta)), the primed basis is an orthonormal future-oriented frame, so the vector e0′ with primed components e0′a=δ0a is future unit; by [F2] its energy contraction is ε′:=Tab(e0′)a(e0′)b=T′00=γ2(ε+P)−P, so ε′−ε=(γ2−1)(ε+P): this difference vanishes exactly when β=0 (i.e. γ=1) or ε+P=0, and ε′≥ε whenever ε+P≥0; no positivity of ε+P is assumed. The transverse diagonal components remain P.

4.1step 2.2step 3.1∎

The computation uses the observer decomposition to identify the numerical contraction T′00 as the energy density of the boosted observer; it asserts no equation of state, no positivity of ε or P and no measurement.

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A dust solution with constant velocity and transverse density profile

Example

Let ∣β∣<1 and γ=(1−β2)−1/2. Fix an inertial chart x:A→R4 and a positive C1 map ρ0:R2→(0,∞). Let n:A→V be the constant field with components n0=γ, n1=γβ, n2=n3=0, and define ρ:A→(0,∞) by ρ(p)=ρ0(x2(p),x3(p)). Then (ρ,n) satisfies the dust equations and Tab=ρ nanb is a conserved dust stress-energy field whose slice integrals over finite boxes are constant, even though its x1-face flux need not vanish.

Facts & Assumptions

Given: The affine Minkowski model with inertial chart x and constant η=diag⁡(−1,1,1,1) (Oriented time-oriented affine Minkowski space (the spacetime primitives), Lorentz forms of inertia (3,1,0) on a 4-dimensional real vector space, Inertial frames and inertial charts of the affine Minkowski model); ∣β∣<1, γ=(1−β2)−1/2>0 (Rational powers ar of a positive base, Continuity and derivatives of positive-base real powers); the constant field n=(γ,γβ,0,0) and the positive C1 map ρ0:R2→(0,∞) and its pullback ρ(p)=ρ0(x2(p),x3(p)); T=ρ n⊗n.

[F1]

Dust equivalence: for a C1 future unit timelike field n and C1 ρ>0, the field Tab=ρ nanb is conserved, ∂aTab=0, if and only if ∂a(ρna)=0 and na∂anb=0; under conservation every integral curve of n is an affine straight line. If only ρ≥0 is assumed, the inertial-flow conclusion is asserted on {ρ>0}. (Dust: conservation of rho n tensor n is equivalent to continuity and inertial flow)

[F2]

Slice balance: Qb(s2)−Qb(s1)=∫[s1,s2]×Kˉfb d4x−∑i=13(∫[s1,s2]×Kˉi+Tib−∫[s1,s2]×Kˉi−Tib) for finite boxes. (Finite-box stress balance and the flux form of conservation,(b), Stress-energy tensor, force density and local balance on flat spacetime)

[F3]

A constant field has vanishing partial derivatives, since each coordinate partial derivative is the derivative of a constant one-variable restriction. (Directional derivatives and partial derivatives of a map U⊆Rm→Rn)

Verification

technique · direct
1.1F1F3given

(n,ρ) satisfies the dust equations. By the definitions of γ and the Minkowski metric, η(n,n)=−(n0)2+(n1)2=−γ2(1−β2)=−1, and n0=γ>0 in the chart's time orientation, so n is a future unit timelike constant field; by [F3] ∂anb=0 and hence na∂anb=0. The profile depends only on x2,x3, so na∂aρ=γ(∂0ρ+β∂1ρ)=0; and ∂ana=0, so ∂a(ρna)=na∂aρ+ρ ∂ana=0. By [F1] the field Tab=ρ nanb is conserved.

1.2F1given

Nonnegative variant and support. If ρ0≥0 is allowed to vanish, the same equations ∂a(ρna)=0 and na∂anb=0 hold, and [F1] gives conservation, with the inertial-flow statement on {ρ0>0}; a compactly supported nonnegative transverse profile gives the same exact solution and the same finite-box constancy. The profile is independent of x1, so a nonzero profile is not compactly supported in all three spatial variables; the flow lines are x1=βx0+const, x2,x3 constant.

2.1F2step 1.1

Finite slice integrals are constant. Let Kˉ=[c1,d1]×[c2,d2]×[c3,d3] with ci<di and Qb(s)=∫KˉT0b(s,x) d3x. Since T0b=ρ n0nb=γnbρ0(x2,x3) is independent of x0, each Qb(s) is constant in s. The same conclusion follows from [F2]: the force density vanishes by step 1.1, the transverse face terms vanish because T2b=T3b=0, and the two x1-faces carry the same pointwise integrand T1b=ρ0γβnb and enter with opposite signs, so their contributions cancel although the individual face flux need not vanish.

3.1step 1.1step 2.1step 1.2∎

The example exhibits a family of exact conserved dust solutions of the stated form with transverse profile and finite-box constancy of the slice integrals; it asserts no interaction, no dynamics of the profile beyond the displayed equations and no measurement.

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A locally conserved static uniaxial stress: tension must be constant along the stressed direction

Example

In an inertial chart x of the affine Minkowski model with orthonormal basis (e0,e1,e2,e3) (Inertial frames and inertial charts of the affine Minkowski model), let J⊆R be an interval (the range of the coordinate x1) and let ρ,P:J→R be C1. Define the symmetric type-(2,0) field Tab(x):=ρ(x1) e0ae0b+P(x1) e1ae1b on an open set Ω whose x1-coordinates fill J (a static uniaxial stress field along the e1 direction, with P<0 representing tension). For Ω≠∅, this is a C1 symmetric stress-energy field in the sense of Stress-energy tensor, force density and local balance on flat spacetime. If Ω=∅, then J=∅ and the displayed formula defines the unique empty mathematical tensor field; the stress-energy and four-force terminology of that definition is not applied to this branch.

Facts & Assumptions

Given: The inertial chart x with coordinate partials ∂a (Directional derivatives and partial derivatives of a map U⊆Rm→Rn), the interval J, the C1 functions ρ,P, and the field T above; in these components e0a=δ0a and e1a=δ1a. Write Db:=∂aTab for the coordinate divergence; for nonempty Ω this is the four-force density fb of [F1].

[F1]

Force density and conservation terminology: on a nonempty open Ω, for a C1 symmetric type-(2,0) field T, the four-force density is the field with components fb=∂aTab, and T is locally conserved on Ω exactly when f=0 there. (Stress-energy tensor, force density and local balance on flat spacetime)

[F2]

If I⊆R is an interval and g:I→R is continuous on I and differentiable at every interior point with g′=0 there, then g is constant on I. (A function continuous on an interval I whose derivative vanishes at every interior point of I is constant on I; consequently two such functions with the same derivative differ by a constant)

[F3]

Constant functions have zero partial derivatives, and the coordinate partial derivatives are the derivatives of the corresponding one-variable restrictions. (Directional derivatives and partial derivatives of a map U⊆Rm→Rn)

Verification

technique · direct
1.1F3given

Components of the coordinate divergence. The components of T are T00=ρ(x1), T11=P(x1) and Tab=0 for all other pairs; these are C1 in x, so the coordinate divergence has components D0=∂0T00+∂1T10=∂0ρ(x1)=0, D1=∂0T01+∂1T11=P′(x1), and D2=D3=0, because the omitted terms involve the zero components and ρ,P do not depend on x0.

2.1F1F2step 1.1

Vanishing coordinate divergence and constancy of P. By construction the set of values x1(p), p∈Ω, is exactly the interval J on which ρ,P are defined. The set J is open: a chart ball about any point of x(Ω) permits all sufficiently small changes of its x1 coordinate, hence a neighbourhood of each value in J remains in J; this is also true when J=∅. Thus every point of J is interior. By step 1.1, D=0 on Ω if and only if P′=0 at every interior point of J; by [F2] this holds if and only if P is constant on J. For nonempty Ω, this is exactly local conservation by [F1]. For Ω=J=∅, D=0 and constancy of the empty function P are both vacuous, with any real constant, for example 0, witnessing constancy. The energy density ρ is subject to no such condition: ρ′ never enters the divergence, because the only term containing ρ is T00, whose first index is contracted with ∂0 and which is independent of x0.

3.1step 2.1∎

For nonempty Ω, consequently, a static uniaxial stress in equilibrium has uniform stress P along the stressed direction, while its energy density may vary; when P<0 (tension) the tension must be constant. This is a component computation for the stated field; it asserts no material model, no equation of state and no force law.

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The box balance identity checked on an explicit stress-energy field

Example

In an inertial chart x on affine Minkowski space (Inertial frames and inertial charts of the affine Minkowski model, Oriented time-oriented affine Minkowski space (the spacetime primitives)) define the smooth symmetric type-(2,0) field by T00=x0, T01=T10=x1, T11=x0, with every other component zero. This example computes its force density and checks the finite-box balance identity of Finite-box stress balance and the flux form of conservation on an explicit box with a nonzero net side flux.

Facts & Assumptions

Given: The inertial chart with constant metric η=diag⁡(−1,1,1,1) (Lorentz forms of inertia (3,1,0) on a 4-dimensional real vector space), the coordinate partial derivatives ∂a (Directional derivatives and partial derivatives of a map U⊆Rm→Rn), the field T above, and real numbers t1<t2, x1<x2, c2<d2, c3<d3; set A:=(d2−c2)(d3−c3)>0 and B:=[t1,t2]×[x1,x2]×[c2,d2]×[c3,d3].

[F1]

The box identity of the finite-flux theorem: for a C1 symmetric field T on a neighbourhood of B, ∫Bfb d4x=∑a(∫Fa+Tab d3x−∫Fa−Tab d3x) with fb=∂aTab and Fa± the faces xa=da,ca of B. (Finite-box stress balance and the flux form of conservation,(a), Stress-energy tensor, force density and local balance on flat spacetime)

[F2]

Coordinate derivatives: ∂0x0=1, ∂1x1=1, ∂0x1=∂1x0=0, and partial derivatives of a function of one coordinate vanish in the other coordinates, as one-variable derivatives of the coordinate restrictions. (Directional derivatives and partial derivatives of a map U⊆Rm→Rn)

[F3]

Riemann integrals of functions of a single coordinate over a box factor as the product of the one-dimensional integral and the transverse volume; constant integrals equal the constant times the volume. (Riemann--Fubini on product rectangles, with lower and upper section integrals and content-zero exceptional sections, The lower and upper Darboux integrals over a nondegenerate rectangle in Rm)

Verification

technique · direct
1.1F2F3given

Force density. By [F2], f0=∂0T00+∂1T10=1+1=2, f1=∂0T01+∂1T11=0+0=0 and f2=f3=0; hence ∫Bf0 d4x=2vol⁡(B)=2A(t2−t1)(x2−x1) by [F3], and the b=1,2,3 bulk integrals vanish.

2.1F1F3step 1.1

The b=0 identity. The temporal faces contribute ∫F0+T00−∫F0−T00=A∫x1x2x0∣t2dx1−A∫x1x2x0∣t1dx1=A(t2−t1)(x2−x1); the faces with a=1 contribute ∫F1+T10−∫F1−T10=A∫t1t2x1∣x2dx0−A∫t1t2x1∣x1dx0=A(t2−t1)(x2−x1); the transverse faces vanish because T2b=T3b=0. The sum of face differences is 2A(t2−t1)(x2−x1), equal to the bulk integral of step 1.1, verifying [F1] for b=0.

2.2F1step 1.1

The b=1 identity and the remaining components. For b=1, the temporal faces contribute ±A∫x1x2x1 dx1 with opposite signs, which cancel, and the faces with a=1 contribute ±A∫t1t2x0 dx0, which also cancel; the transverse faces vanish. Both sides of [F1] vanish, and the same is immediate for b=2,3 because all relevant components are zero.

3.1step 1.1step 2.1step 2.2∎

Numerical specialization: for transverse area A=6, temporal length t2−t1=2 and axis-one length x2−x1=3, the bulk integral is 2⋅6⋅2⋅3=72 and the two nonzero face differences are each 6⋅2⋅3=36, whose sum is 72. The example verifies the finite-box identity on a field with nonzero force density and nonzero net side flux; it asserts no matter model, no dynamics and no empirical fact.

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Null plane-wave scalar field and its conserved stress-energy tensor

Example

Let k≠0 be a null covector, ηabkakb=0, with k♯ future, let f:R→R be smooth, θ0∈R, and let φ(x):=f(kaxa+θ0) in an inertial chart; take V≡0 and K>0. Then φ solves the massless scalar-field equation of First variation of the scalar-field action and the Euler-Lagrange equation, and its Hilbert stress-energy tensor is the conserved tensor Tab=Kf′(kaxa+θ0)2 kakb, a positive multiple of the rank-one tensor k♯⊗k♯, whose generating vector k♯ is nonzero and future null, wherever f′≠0 and the zero tensor wherever f′=0.

Facts & Assumptions

Given: The affine Minkowski model with inertial chart x, constant ηab=ηab=diag⁡(−1,1,1,1) (Oriented time-oriented affine Minkowski space (the spacetime primitives), Lorentz forms of inertia (3,1,0) on a 4-dimensional real vector space), coordinate partials ∂a (Directional derivatives and partial derivatives of a map U⊆Rm→Rn); a nonzero null covector k with k♯ future (kaka=0, ka=ηabkb≠0, k0>0) (Timelike, null, spacelike and causal vectors of a Lorentz vector space, Time orientation, future and past timelike/null/causal vectors, and the closed cones); smooth f, θ:=kaxa+θ0; V≡0, K>0; φ=f∘θ, a smooth scalar field (C^k tensor fields on affine Minkowski space and their inertial components).

[F1]

Chain rule: ∂aφ=f′(θ)ka and ∂a∂bφ=f′′(θ)kakb. (The chain rule for total derivatives: D(g∘f)(a)=Dg(f(a))∘Df(a), Directional derivatives and partial derivatives of a map U⊆Rm→Rn)

[F2]

Scalar-field equation and Hilbert tensor: the field equation of the model with potential V is □φ=V′(φ), and the Hilbert tensor of the density with this V is Tab=K[∂aφ∂bφ−ηab(12∂dφ∂dφ+V(φ))]. (First variation of the scalar-field action and the Euler-Lagrange equation, The Hilbert stress-energy tensor of the scalar-field action on flat spacetime)

[F3]

Divergence identity: ∂aTab=K(□φ−V′(φ))∂bφ; consequently any solution of the field equation has conserved Hilbert tensor. (Divergence identity for the scalar-field stress-energy tensor)

Verification

technique · direct
1.1F1F2given

The field solves the massless equation. By [F1], ∂aφ=f′(θ)ka and ∂a∂bφ=f′′(θ)kakb; hence □φ=ηab∂a∂bφ=f′′(θ)ηabkakb=0, because k is null. With V≡0 this is exactly the scalar-field equation □φ=V′(φ) of [F2].

2.1F1step 1.1given

The stress-energy tensor. Substituting [F1] into the Hilbert formula of [F2] with V≡0 gives ∂aφ∂bφ=f′(θ)2kakb and ∂dφ∂dφ=f′(θ)2kdkd=0, hence Tab=Kf′(θ)2kakb, which is symmetric. Wherever f′(θ)≠0 the coefficient Kf′(θ)2 is positive and T is a positive multiple of the rank-one tensor k♯⊗k♯ with nonzero future null generating vector k♯; wherever f′(θ)=0 all components vanish. For every future unit n, Tabnanb=Kf′(θ)2(kana)2≥0; in the inertial frame, T00=Kf′(θ)2(k0)2≥0 with k0>0.

2.2F3step 1.1

Conservation. Since φ solves the field equation by step 1.1, [F3] gives ∂aTab=0: the plane-wave tensor is conserved on the whole chart domain.

3.1step 2.1step 2.2∎

The example is an explicit conditional computation for the massless scalar model with a null plane-wave profile; it asserts no wave observation, no energy condition beyond the displayed nonnegativity and no measurement.

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Divergence-free stress-energy with a nonconserved slice integral

Statement refuted

If a C1 symmetric type-(2,0) field T is locally conserved, ∂aTab=0, on a chart domain, then every finite axis-parallel slice integral Qb(s)=∫KT0b(s,x) d3x of it is independent of the slice parameter s; no separate side-flux hypothesis is needed.

Facts & Assumptions

Given: An inertial chart x on all of affine Minkowski space with constant metric η=diag⁡(−1,1,1,1) (Oriented time-oriented affine Minkowski space (the spacetime primitives), Lorentz forms of inertia (3,1,0) on a 4-dimensional real vector space, Inertial frames and inertial charts of the affine Minkowski model) and coordinate partial derivatives ∂a (Directional derivatives and partial derivatives of a map U⊆Rm→Rn). A field is balanced when its force density fb=∂aTab vanishes (Stress-energy tensor, force density and local balance on flat spacetime).

[F1]

Slice balance: for C1 T, c0≤s1<s2≤d0 and a finite axis-parallel box [s1,s2]×K, Qb(s2)−Qb(s1)=∫[s1,s2]×Kfb d4x−∑i=13(∫[s1,s2]×Ki+Tib d3x−∫[s1,s2]×Ki−Tib d3x), with fb=∂aTab and Ki± the faces xi=di, xi=ci of K. (Finite-box stress balance and the flux form of conservation,(b))

[F2]

Coordinate partial derivatives of the coordinate functions: ∂0x0=1, ∂1x1=1, ∂0x1=∂1x0=0, as one-variable derivatives of the coordinate restrictions. (Directional derivatives and partial derivatives of a map U⊆Rm→Rn)

Counterexample

technique · direct
1.1F2given

The field. Define the smooth symmetric field by T00=x0, T01=T10=−x1, T11=x0, all other components zero. By [F2] its force density has components f0=∂0x0+∂1(−x1)=1−1=0, f1=∂0(−x1)+∂1x0=0 and f2=f3=0; hence ∂aTab=0 on all of affine Minkowski space and T is locally conserved.

2.1F1step 1.1given

The slice integral is not conserved. Let L>0, c2<d2, c3<d3, put A=(d2−c2)(d3−c3)>0 and K=[0,L]×[c2,d2]×[c3,d3], and let Q0(s)=∫KT00(s,x) d3x=A∫0Lx0(s) dx1=ALs. For s1<s2, [F1] applied to the sub-box with f=0 gives Q0(s2)−Q0(s1)=−(∫[s1,s2]×K1+T10−∫[s1,s2]×K1−T10)−0, and T10=−x1 takes the constant values −L on K1+={x1=L} and 0 on K1−={x1=0}, so the side-flux difference equals −A(s2−s1)⋅(L−0)=−AL(s2−s1) and Q0(s2)−Q0(s1)=AL(s2−s1)≠0 whenever s1<s2; the transverse fluxes vanish because T2b=T3b=0. For example A=6, L=2 and s2−s1=3 give the value 36.

3.1step 1.1step 2.1∎

Thus zero local divergence alone does not conserve a finite slice integral: this field has f=0 everywhere yet its slice integral Q0 varies linearly with the slice parameter, so the side-flux (isolation) hypothesis in the finite-flux conservation statement cannot be dropped. The prescribed tensor is not claimed to arise from any matter model of this page and no choice principle is used.

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A prescribed covariant stress-energy tensor need not be conserved

Statement refuted

Every C1 symmetric type-(2,0) tensor field of the form Tab=Fηab, with F a C1 real function on a nonempty connected open chart domain Ω of the affine Minkowski model, is locally conserved on Ω; in particular, writing a prescribed stress-energy tensor in the manifestly covariant form Fη−1 in every inertial chart would force its local conservation.

Facts & Assumptions

Given: The affine Minkowski model with an inertial chart x and coordinate partial derivatives ∂a, an inertial orthonormal frame with ηab=ηab=diag⁡(−1,1,1,1) and ηab=ηba constant in the chart (Oriented time-oriented affine Minkowski space (the spacetime primitives), Lorentz forms of inertia (3,1,0) on a 4-dimensional real vector space, Inertial frames and inertial charts of the affine Minkowski model, Directional derivatives and partial derivatives of a map U⊆Rm→Rn), a nonempty connected open Ω⊆A, and F:Ω→R of class C1 (C^k tensor fields on affine Minkowski space and their inertial components).

[F1]

Force density and conservation terminology: for a C1 symmetric type-(2,0) field T, the four-force density is the vector field with components fb=∂aTab, and T is locally conserved on Ω exactly when f=0 on Ω. (Stress-energy tensor, force density and local balance on flat spacetime)

[F3]

On a nonempty connected open subset of Rm, a totally differentiable map has identically zero derivative if and only if it is constant. (A differentiable map on a connected open Euclidean set has zero derivative exactly when it is constant)

Counterexample

technique · direct
1.1F1F4given

Force density of Fη−1. Since the components ηab are constant in the inertial chart, differentiating componentwise by [F4] gives fb=∂a(Fηab)=ηab∂aF=∂bF. Because the matrix ηab is invertible (it is the inverse of the nondegenerate form η), f=0 on Ω if and only if ∂aF=0 for every a.

2.1F1F2F3step 1.1

Conservation forces constancy. By [F2] the C1 function F is totally differentiable, with derivative the covector of its partial derivatives; if f=0, step 1.1 gives DF=0, and [F3] gives that F is constant on the connected open set Ω; conversely a constant F has f=0 by step 1.1. Hence T=Fη−1 is conserved exactly for constant F, and for nonconstant F the continuous force density f, with the components computed in step 1.1, is not identically zero although it may vanish at points.

2.2givenstep 1.1

Explicit witness. On Ω=R4 (identified with an inertial chart) take F(x)=(x1)2, which is smooth and nonconstant. Then ∂0F=∂2F=∂3F=0 and ∂1F=2x1, so f=(0,2x1,0,0): it vanishes exactly on the hyperplane x1=0 and is nonzero at every point off that hyperplane. Thus the prescribed field Tab=Fηab has nonzero force density on a nonempty open subset of Ω, so it is not locally conserved, although f vanishes at some points.

3.1step 2.1

Covariance does not imply conservation. Under an inertial transition x′=Λx+a with Λ a proper orthochronous Lorentz matrix (Inertial frames and inertial charts of the affine Minkowski model), the components of the same tensor transform by the rank-two law T′ab=ΛacΛbdTcd (Transformation of tensor, covector, derivative and current components under affine Lorentz maps,(iii)); writing F′(x′):=F(Λ−1(x′−a)) for the scalar, one gets T′ab=F′ΛacΛbdηcd=F′ηab, because Λη−1ΛT=η−1 for a Lorentz matrix. So the expression Fη−1 is manifestly covariant; yet by step 2.1 its local conservation is equivalent to constancy of the scalar F, which covariance does not require.

4.1step 2.2step 3.1∎

The field of step 2.2 is a C1 symmetric type-(2,0) field of the form Fη−1 on the connected open set R4 that is not locally conserved, refuting the statement. The example shows that covariance of a prescribed tensor expression and conservation of that tensor are independent properties: conservation is an additional premise. The prescribed field is not claimed to be the stress-energy tensor of any matter model of this page and no choice principle is used.

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