Alphabeta Math
How statement and proof provenance work

The first chip identifies the source of the statement or construction; the second identifies the source of its local proof or verification.

  • Literature-sourced: the exact statement appears in a cited source; only wording and notation differ.
  • AI-adapted: a semantically identical restatement of literature-sourced material, modulo indexing, notation, and boundary cases adopted by the library.
  • AI-generated: a genuinely novel statement formulated by AI, with no source for the claim itself.

These labels describe origin, not correctness: citations and verification chips remain separate evidence.

Rigid-body configuration and inertia — Examples

1 · Prerequisites

2 · Summary

These examples and counterexamples exercise the definitions and theorems of cm10-rigid-body-configuration-and-inertia on explicit model data. The equilateral-triangle model (An equilateral-triangle rigid-material model: inertia matrix, principal axes, rotational term and the threefold-symmetry check) has three equal point masses at the vertices of a triangle in reference coordinates centred at its centre; the body inertia matrix, the principal axes and moments, the rotational term of the kinetic splitting for a general motion and the invariance of the inertia matrix under the threefold symmetry rotation are computed exactly, and the model is verified to be nondegenerate.

The degenerate counterexample (A rigid-material model of two point masses on a line: the inertia matrix can be singular, and rotation about the line is invisible to the rotational term) takes two equal point masses at opposite points of a line through the reference origin. Its inertia matrix is singular, the rotation of the model about the line moves no material point and contributes neither rotational kinetic energy nor angular momentum, and the relation between the body angular velocity and the angular momentum about the centre of mass loses injectivity; the example refutes the claim that every positive-mass rigid-material model has positive definite inertia and illustrates the exact vanishing criterion of Principal axes and principal moments of the inertia data of a rigid-material model, axis moments and extremal values clause (d).

The Euler-angle example (The Euler-angle pole: a degenerate parametrization of SO(3) while the physical orientation remains regular) exhibits the pole β=0 of the parametrization (α,β,γ)↦Rz(α)Ry(β)Rz(γ): the parametrization is non-injective on every neighbourhood of a pole point, its derivative there has rank at most two and admits no differentiable local inverse, and the Euler-angle rates determine the body angular velocity only through the sum α′+γ′ and the rate β′; meanwhile the orientation path R(t)=Ry(t) passes through the pole orientation with constant angular velocity e2, so the singularity is a property of the coordinates and not of the orientation. The parallel-axis example (Parallel-axis check for the equilateral-triangle model: inertia tensor about a vertex computed two ways) computes the inertia tensor of the triangle about a vertex both from the shifted-point supplier Parallel-axis theorem: the inertia tensor about a displaced point of a centred mass distribution and directly from the finite sum, checks the axis moments against the central ones, and identifies the mass-times-squared- distance shift between them.

3 · Logical flowchart

4 · Definitions, postulates, theorems and proofs

None yet.

5 · Examples, experiments and counterexamples

ExampleConstruction: AI-adaptedVerification: AI-adaptedprecheck passOpen item page →

An equilateral-triangle rigid-material model: inertia matrix, principal axes, rotational term and the threefold-symmetry check

Physical scope

Under the inherited Axiom of Countable Choice ACω of the inertia and kinetic-splitting suppliers, a worked rigid-material model: three equal point masses at the vertices of an equilateral triangle in reference coordinates centred at the triangle's centre. The example computes the model's body inertia matrix, its principal axes and moments, the rotational term of the kinetic splitting for a general motion, and the invariance of the inertia matrix under the threefold symmetry rotation. It is a model instance with declared numerical proportions of the parameters; no measured moment of inertia and no concrete physical body is asserted.

Example

Assume the Axiom of Countable Choice ACω of [A1], as required by the inertia and kinetic-splitting suppliers. Adopt a rigid-material model of Adoption of the rigid-material model branch: reference mass distribution, rigid placements, orientation and scope whose reference mass distribution is the finite weighted sum of Dirac measures ν:=m0∑k=02δxk,xk:=a(cos⁡2πk3, sin⁡2πk3, 0)(k=0,1,2), with equal weights m0>0 in kilograms ([m0]=μ) and circumradius a>0 in metres ([a]=ℓ). Under Dimensions and SI unit conventions of the non-relativistic classical mechanics framework, the basis vectors and angles are dimensionless, the xk have length dimension, inertia entries and principal moments have dimension μℓ2, read in kilogram metres squared, and angular-velocity components ωj and the constant rate ϖ used below have dimension τ−1, read in radians per second with dimensionless radians and time in seconds. Rotational kinetic energy has dimension μℓ2τ−2, read in joules. The parameters are model data, not measurements. Here g(u,v):=⟨u,v⟩=∑j=13ujvj for u,v∈R3 is the Euclidean inner product (The Euclidean inner product ⟨x,y⟩=∑k<nxkyk on Rn); a g-orthonormal pair u,v satisfies g(u,u)=g(v,v)=1 and g(u,v)=0. Then:

  1. ν is a centred mass distribution of total mass m=3m0 in the sense of Mass distributions on R3: total mass, first moment and inertia matrix;
  2. the body inertia matrix is I=diag(3m0a22, 3m0a22, 3m0a2);
  3. the principal axes are e3 together with any g-orthonormal pair in the plane {ρ∈R3:ρ3=0}, and the principal moments are 3m0a22 (twice) and 3m0a2; the model is nondegenerate and I is invertible;
  4. for any motion of the model with body angular velocity ω=∑jωjej, the rotational term of Total momentum, kinetic-energy splitting and centre-of-mass angular momentum of a rigid-material motion is 12ωTIω=12⋅3m0a22(ω12+ω22)+12⋅3m0a2ω32;
  5. the threefold rotation S:=Rz(2π/3) satisfies SIST=I, so the inertia data of the equilateral triangle are invariant under the symmetry rotation of the shape, and the two equal transverse principal moments exhibit that symmetry: I restricts to the scalar 3m0a2/2 on the transverse plane.

Facts & Assumptions

Given: Assume ACω as specified in [A1]. The weights m0>0, the circumradius a>0, the points x0,x1,x2 displayed above, the measure ν and the mathematical notation of Mass distributions on R3: total mass, first moment and inertia matrix, The cross product in R3 and The Euclidean inner product ⟨x,y⟩=∑k<nxkyk on Rn.

[A1]

The Axiom of Countable Choice (The Axiom of Countable Choice (ACω)) is adopted: for every family (Xn)n∈N of nonempty sets there is f:N→⋃nXn with f(n)∈Xn for all n. It is the inherited premise of Inertia matrix, spatial inertia tensor, inertia tensor about a point and moment of inertia about an axis of a rigid-material model, Finiteness of the moments of a bounded finite Borel measure on R3, Principal axes and principal moments of the inertia data of a rigid-material model, axis moments and extremal values and Total momentum, kinetic-energy splitting and centre-of-mass angular momentum of a rigid-material motion, used for the general measurability/finiteness route invoked here; the explicit atomic computation does not establish the axiom.

[L1]

Dirac measures and their weighted sums (The Dirac set function at a point, A Dirac set function is a probability measure, Nonnegative scalar multiples and countable weighted sums of measures are measures, Nonnegative scalar multiples and countable weighted sums of measures): ν is a measure on the Borel space of R3 with ν(E)=m0∑kδxk(E); it is finite and supported on the three points xk, hence bounded.

[L2]

Integration against a finite atomic measure (The nonnegative Lebesgue integral, The integral of a nonnegative simple function, Integral over a measurable subset, Integrable real and complex functions, and their integrals, The Lebesgue integral is linear on L1(μ), Monotonicity and nonnegative homogeneity of the nonnegative integral): for a nonnegative measurable f the integral is the supremum of integrals of simple minorants; the resulting finite-atomic formula is proved in step 1.1 below. Under [A1], Finiteness of the moments of a bounded finite Borel measure on R3 supplies the measurability and integrability of the coordinate and quadratic polynomials used in that formula.

[L3]

Model and inertia data (Adoption of the rigid-material model branch: reference mass distribution, rigid placements, orientation and scope, Inertia matrix, spatial inertia tensor, inertia tensor about a point and moment of inertia about an axis of a rigid-material model, Principal axes and principal moments of the inertia data of a rigid-material model, axis moments and extremal values): the body inertia matrix is I=I(ν)=∫(∥ρ∥22I3−ρρT) dν(ρ); its principal basis exists, the principal moment about ej is ∫∥ej×ρ∥22 dν, and the model is nondegenerate exactly when no line through the origin carries all the mass, in which case every principal moment is positive and I is invertible.

[L4]

The constant π>0 is defined by Pi as twice the smallest positive zero of cosine; 2π is a common sine/cosine period by Pi is equivalently the first sine zero, twice the first cosine zero, and half the least common period, sine is positive on (0,π) by Pi is the first positive zero of sine, and cosine strictly decreases on [0,π] by Signs, monotonicity intervals, and ranges of sine and cosine. The following finite sums are derived in step 1.2 using these facts and Sine and cosine defined by their real power series, The addition formulas for sine and cosine, Parity and the Pythagorean identity for sine and cosine, Laws of finite sums and finite products: ∑k=02cos⁡(2πk/3)=∑k=02sin⁡(2πk/3)=0, ∑kcos⁡2(2πk/3)=∑ksin⁡2(2πk/3)=32 and ∑kcos⁡(2πk/3)sin⁡(2πk/3)=0; further cos⁡(2π/3)=−12 and sin⁡(2π/3)=32.

[L5]

Coordinate rotations (The coordinate rotation matrices Rz(a) and Ry(a): values in SO(3), composition law, and derivatives): Rz(a)∈SO(3) for every real a, with the displayed entries in terms of cos⁡a and sin⁡a; Rz(a)Rz(b)=Rz(a+b).

[L6]

Matrix and norm algebra (The vector space Mm×n(F):=F m×n of m by n matrices over a field, with entrywise operations, Rectangular matrix multiplication and the identity matrix In, including zero-sized shapes, The squared cross-product norm is the Gram determinant of two vectors, The Euclidean inner product ⟨x,y⟩=∑k<nxkyk on Rn): matrix products act on column vectors; ∥u×v∥22=∥u∥22∥v∥22−⟨u,v⟩2; e3×ρ=(−ρ2,ρ1,0) has squared norm ρ12+ρ22.

[L7]

Kinetic splitting (Total momentum, kinetic-energy splitting and centre-of-mass angular momentum of a rigid-material motion clause 3): under [A1], for every C2 motion of this centred model on its open time window, with body angular velocity defined by RTR′=[ω]× (Body and spatial angular velocity of a rigid-material motion, and the material velocity field), K=12m∥c′∥22+12ωTIω; the second term is the rotational kinetic energy.

Verification

technique · direct finite computation; verify the model data, the inertia matrix, the principal data and the symmetry invariant with explicit trigonometric sums
1.1L1L2algebra

Finite-atomic integration formula: let f be ν-integrable. If s=∑jajχEj is a nonnegative simple function, then ∫s dν=∑jajν(Ej)=∑jaj m0∑kδxk(Ej)=m0∑ks(xk) by [L1]; taking the supremum over simple 0≤s≤f and using the minorant s0:=∑kf(xk)χ{xk}≤f together with the bound ∫s dν=m0∑ks(xk)≤m0∑kf(xk) valid for every simple 0≤s≤f gives ∫f dν=m0∑kf(xk) for nonnegative f; the real case follows from f=f+−f− and linearity [L2], and the complex case by real/imaginary parts.

1.2L4algebra

Trigonometric values and sums: put θ=2π/3 and c=cos⁡θ. The period in [L4] gives cos⁡3θ=1. Repeated addition and the Pythagorean identity give cos⁡3θ=4c3−3c, hence (c−1)(2c+1)2=0. Since 0<θ<π and cosine strictly decreases on [0,π], c<cos⁡0=1, so c=−1/2. Positivity of sine and its squared value 1−c2=3/4 give sin⁡θ=3/2. The addition formulas now give (cos⁡2θ,sin⁡2θ)=(−1/2,−3/2). Together with (cos⁡0,sin⁡0)=(1,0) these three explicit pairs yield all five finite sums in [L4] by addition.

2.1step 1.1L1L4step 1.2algebra

The measure is a mass distribution: by [L1] it is finite and bounded with support {x0,x1,x2}, and ν(R3)=3m0∈(0,∞). Its first moment is ∫ρ dν=m0∑kxk=m0a(∑kcos⁡(2πk/3),∑ksin⁡(2πk/3),0)=0 by step 1.1 and [L4]: the reference coordinates are centred.

2.2A1step 1.1L3L4step 1.2algebra

Inertia matrix: by step 1.1 and [L3], I=∫(∥ρ∥22I3−ρρT)dν(ρ)=m0∑k(∥xk∥22I3−xkxkT)=m0(3a2I3−∑kxkxkT), because ∥xk∥2=a for every k. The matrix ∑kxkxkT has entries a2∑kcos⁡2(2πk/3), a2∑kcos⁡(2πk/3)sin⁡(2πk/3) and a2∑ksin⁡2(2πk/3) in the plane and zero in the third row and column, so by [L4] it equals diag(3a22,3a22,0). Hence I=m0 diag(3a2−3a22, 3a2−3a22, 3a2), which is the displayed matrix of clause 2.

3.1A1step 2.2L3L4L6algebra

Principal data: the displayed matrix is diagonal, so Ie1=3m0a22e1, Ie2=3m0a22e2 and Ie3=3m0a2e3: e3 is a principal axis with moment 3m0a2, and every g-orthonormal pair in the plane {ρ∈R3:ρ3=0} is a pair of principal axes with the common moment 3m0a22. The integral identities are checked directly: ∫∥e3×ρ∥22 dν=m0∑k((xk)12+(xk)22)=m0⋅3a2=3m0a2 and ∫∥e1×ρ∥22 dν=m0∑k((xk)22+(xk)32)=m0⋅3a22 by [L4] and [L6], in agreement with the diagonal entries by clause 2.

4.1A1step 3.1L3L4step 1.2algebra

Nondegeneracy and invertibility: no line through the origin contains two of the points xk, because their arguments modulo π are 0,π3,2π3 (using [L4]), which are pairwise distinct; hence for every line L through the origin at least two of the three points lie outside L and ν(R3∖L)≥2m0>0. The model is therefore nondegenerate, and by clause (d) of [L3] all principal moments are positive (as they visibly are) and I is invertible.

4.2A1L7step 3.1L3algebra

Rotational term: by clause (b) of [L3] and clause 2, for a motion with body angular velocity ω=∑jωjej the quadratic form is ωTIω=∑jIjωj2=3m0a22(ω12+ω22)+3m0a2ω32; multiplying by 12 and citing clause 3 of Total momentum, kinetic-energy splitting and centre-of-mass angular momentum of a rigid-material motion for the reading of the term as the rotational kinetic energy gives clause 4. In particular a rotation about the symmetry axis e3 with rate ϖ has rotational term 32m0a2ϖ2, and a rotation about an in-plane principal axis has term 34m0a2ϖ2.

4.3step 2.2step 3.1L5L6algebra

Symmetry check: S=Rz(2π/3) is the rotation of the reference plane that carries xk to xk+1 for k=0,1,2 (indices modulo 3): its matrix acts on a(cos⁡θ,sin⁡θ,0) as a(cos⁡(θ+2π3),sin⁡(θ+2π3),0) by the addition formulas and [L5]. Since S is orthogonal and preserves norms, SIST=m0(3a2I3−∑k(Sxk)(Sxk)T)=m0(3a2I3−∑kxk+1xk+1T)=I by step 2.2, the preservation of norms and the relabelling of the finite sum. Thus SI=IS, and the invariance of the inertia data under the threefold symmetry is exhibited; on the plane {ρ∈R3:ρ3=0}, where S acts as the rotation by 2π3, the matrix I is scalar, which is exactly the equality of the two transverse principal moments in step 3.1.

5.1step 4.1step 4.2step 4.3given∎

Interpretation: the model is a rigid-material model with three equal point masses whose reference shape is symmetric under the threefold rotation; its inertia matrix, principal axes, principal moments and rotational term have been computed, and the symmetry invariance of the inertia matrix checked. The numbers are proportions of the model parameters m0 and a; no measured moment of inertia and no concrete physical body is asserted, and the statements are conditional on the model of Adoption of the rigid-material model branch: reference mass distribution, rigid placements, orientation and scope.

Remarks

  • The threefold symmetry and the equal transverse moments. The equality SI=IS of step 4.3 is the model's version of the general fact that a symmetry rotation of a mass distribution is a symmetry of its inertia data; here it is verified in a finite computation. It does not by itself prove that every axisymmetric body has equal transverse moments; that statement would require an argument relating the invariance of the measure to the inertia integral beyond the finite check performed here.

  • Reading the numbers. The principal moment about the symmetry axis exceeds either transverse moment by the factor 2 in this configuration: 3m0a22 against 3m0a2. This is a property of the chosen shape, not a general law, and it illustrates that the three principal moments need not be distinct.

  • Empirical status. The parameters m0 and a are model data; the example asserts no measured values and no claim that any actual rigid body has this mass distribution.

CounterexampleConstruction: AI-generatedVerification: AI-adaptedprecheck passOpen item page →

A rigid-material model of two point masses on a line: the inertia matrix can be singular, and rotation about the line is invisible to the rotational term

Physical scope

Under the inherited Axiom of Countable Choice ACω of the inertia and kinetic-splitting suppliers, a counterexample inside the rigid-material model branch of Adoption of the rigid-material model branch: reference mass distribution, rigid placements, orientation and scope: two equal point masses at opposite points of a line through the reference origin give a centred mass distribution whose inertia matrix has a zero principal moment and is not invertible, and a rotation of the model about that line has zero rotational kinetic energy and zero angular momentum about the centre of mass. The item refutes only the claim that every positive-mass rigid-material model has positive definite inertia; it asserts no measured value and no failure of the model's other statements, which carry the degeneracy caveat.

Statement refuted

In the rigid-material model branch of Adoption of the rigid-material model branch: reference mass distribution, rigid placements, orientation and scope, every model of positive total mass has a positive definite inertia matrix: equivalently, every principal moment of the body inertia matrix I is strictly positive and I is invertible.

Facts & Assumptions

Given: Assume ACω as specified in [A1]. The model branch and its inertia data (Adoption of the rigid-material model branch: reference mass distribution, rigid placements, orientation and scope, Inertia matrix, spatial inertia tensor, inertia tensor about a point and moment of inertia about an axis of a rigid-material model), with the notation of Mass distributions on R3: total mass, first moment and inertia matrix. The model parameters are m0>0 in kilograms ([m0]=μ), a>0 in metres ([a]=ℓ), and a constant rate ϖ∈R in radians per second ([ϖ]=τ−1), with dimensionless radians and time t in seconds (Dimensions and SI unit conventions of the non-relativistic classical mechanics framework). Inertia entries and moments have dimension μℓ2, read in kilogram metres squared; rotational energy and centre-of-mass angular momentum have dimensions μℓ2τ−2 and μℓ2τ−1, read in joules and kilogram metres squared per second. All values are model quantities, not measurements.

[L1]

Dirac measures and their weighted sums (The Dirac set function at a point, A Dirac set function is a probability measure, Nonnegative scalar multiples and countable weighted sums of measures are measures, Nonnegative scalar multiples and countable weighted sums of measures): a finite weighted sum of Dirac measures at distinct points with positive weights is a finite bounded measure on the Borel space of R3, and its integral on nonnegative measurable functions is computed by the finite-atomic formula of step 1.1.

[L4]

Kinetic splitting and angular velocity (Total momentum, kinetic-energy splitting and centre-of-mass angular momentum of a rigid-material motion clauses 3-4, Body and spatial angular velocity of a rigid-material motion, and the material velocity field): on a motion with body angular velocity ω, the rotational term is 12ωTIω and the angular momentum about the centre of mass is Lc=RIω.

Counterexample

technique · direct; define the model, compute its inertia matrix from the finite-atomic formula, and exhibit the zero moment and the unobservable rotation
1.1givenL1L2algebra

Finite-atomic integration formula: fix m0>0, a>0 and ν=m0δae3+m0δ−ae3. For a nonnegative simple function s, the defining simple integral gives ∫s dν=m0s(ae3)+m0s(−ae3) by [L1] and [L2]. If f≥0 is measurable and finite at the two atoms, s0=f(ae3)χ{ae3}+f(−ae3)χ{−ae3}≤f is a nonnegative simple minorant. Its integral gives the lower bound m0f(ae3)+m0f(−ae3), while every simple s≤f gives the corresponding upper bound. Taking the supremum proves ∫f dν=m0f(ae3)+m0f(−ae3). For a nonnegative function infinite at an atom, simple minorants with arbitrary finite value there have unbounded integrals, giving the same identity with value +∞. For a real measurable function finite at the atoms, applying the finite formula to its modulus establishes integrability, and positive/negative parts and linearity give the signed formula; the complex case follows by real/imaginary parts.

2.1step 1.1givenL1

The model. Take m0>0, a>0 and ν:=m0δae3+m0δ−ae3, a finite weighted sum of Dirac measures at the distinct points ae3 and −ae3 with positive weights. By [L1] ν is a finite bounded measure; its total mass is m=2m0∈(0,∞) and its first moment is ∫ρ dν=m0ae3+m0(−ae3)=0 by the finite-atomic formula of step 1.1, so the reference coordinates are centred and ν is a mass distribution of the model branch.

3.1A1step 1.1step 2.1L3L5algebra

Inertia matrix: by step 1.1 and [L3], I=m0(∥ae3∥22I3−(ae3)(ae3)T)+m0(∥−ae3∥22I3−(−ae3)(−ae3)T)=2m0a2(I3−e3e3T), which is diag(2m0a2, 2m0a2, 0) in the standard basis by [L5]. In particular Ie3=0 with e3≠0, so I is not invertible.

4.1A1step 3.1L3L5algebra

Principal data and the vanishing criterion: the displayed matrix is diagonal, so the principal moments are 2m0a2, 2m0a2 and 0, and e3 is a principal axis with vanishing moment. This is consistent with clause (d) of [L3]: ν is supported on the line Re3 of the principal axis e3, so the principal moment about e3 vanishes; the model is degenerate, and the nondegeneracy hypothesis of the positivity statement fails.

4.2A1step 3.1L3L4L5algebra

A rotation about the line is invisible to the rotational term. Let the model move with constant-rate orientation path R(t)=Rz(ϖt) about the symmetry axis, so that the configuration path is (c,R) with c arbitrary of class C2; by Body and spatial angular velocity of a rigid-material motion, and the material velocity field its body angular velocity is ω=ϖe3 (the axis e3 is fixed by Rz, and RTR′=[ϖe3]× by the derivative clause of the coordinate-rotation matrices). Every material point lies on the rotation axis: ω×(±ae3)=±ϖ(e3×ae3)=0 by [L5], so the material velocity equals c′ on both mass-carrying labels and the rotational term is 12ωTIω=12ϖ2e3TIe3=0 by [L4] and step 3.1. The angular momentum about the centre of mass is Lc=RIω=0 by [L4], so the motion's spin about the line produces neither rotational kinetic energy nor angular momentum.

5.1A1step 3.1step 4.1step 4.2L3L4∎

Conclusion. The model is a rigid-material model of positive total mass, and its inertia matrix diag(2m0a2,2m0a2,0) has a zero principal moment, is not invertible, and fails to detect rotation about the line carrying the masses. The refuted statement — that every positive-mass model of the branch has positive definite inertia — is therefore false. The correct criterion is clause (d) of Principal axes and principal moments of the inertia data of a rigid-material model, axis moments and extremal values: the moment about a principal axis vanishes exactly when the mass is supported on that axis; the model branch, the kinetic splitting and the principal-axis theorem all remain valid with their stated degeneracy caveats.

Remarks

  • What is refuted, and what is not. Only the universal positivity claim is refuted. The positivity criterion of Principal axes and principal moments of the inertia data of a rigid-material model, axis moments and extremal values clause (d) is consistent with the example: the vanishing moment occurs exactly because the mass is supported on the principal axis. No statement of the model branch that carries the nondegeneracy hypothesis is affected.

  • The physical reading of the zero moment. The two point masses lie on the instantaneous rotation axis, so a rotation of the model about that line moves no material point; the model attributes no kinetic energy to a motion that does not move its mass. The angular momentum Lc=RIω loses the component of ω along the line: Iω=diag(2m0a2,2m0a2,0)ω, so the relation between ω and Lc is not injective. A consumer requiring ω from Lc, or requiring an invertible inertia matrix, must exclude or regularize this case explicitly.

  • No measured value. The parameters m0 and a are model data; the example asserts no measured inertia and no claim that any concrete body has collinear material points.

ExampleConstruction: AI-adaptedVerification: AI-adaptedprecheck passOpen item page →

The Euler-angle pole: a degenerate parametrization of SO(3) while the physical orientation remains regular

Physical scope

A worked example about the Euler-angle description of the orientation of the rigid-material model branch of Adoption of the rigid-material model branch: reference mass distribution, rigid placements, orientation and scope: at the pole β=0 the parametrization is non-injective and its derivative has rank at most two, so it is not a chart there, and the map from Euler-angle rates to the body angular velocity loses injectivity; meanwhile the orientation path R(t)=Ry(κt) passes through the pole orientation with constant angular velocity κe2 for a positive rate κ in radians per second, and is perfectly regular. The item asserts no dynamics, no measurement and no claim that the orientation of a concrete body has been recorded.

Example

Let Rz,Ry be the coordinate rotation matrices of The coordinate rotation matrices Rz(a) and Ry(a): values in SO(3), composition law, and derivatives and consider the formula of the Euler-angle parametrization of The Euler-angle parametrization and the heavy symmetric top system, Φ:R3⟶M3(R),Φ(α,β,γ):=Rz(α)Ry(β)Rz(γ), here read on the whole parameter space R3 (the definition restricts its parameter domain to β∈(0,π) and asserts no chart property). Angles are dimensionless radians; time t is read in seconds. Fix a positive rate κ>0 of dimension τ−1, read in radians per second (Dimensions and SI unit conventions of the non-relativistic classical mechanics framework). Angle-curve rates have the same dimension. Then:

  1. Φ(α,0,γ)=Rz(α+γ): at the pole β=0 the value depends only on the sum α+γ, and for every real s Φ(α+s,0,γ−s)=Φ(α,0,γ); hence Φ is not injective on any neighbourhood of a pole point.
  2. the partial derivatives at a pole point satisfy ∂αΦ(α,0,γ)=∂γΦ(α,0,γ)=[e3]×Rz(α+γ), so the Jacobian matrix has two identical columns, its rank is at most 2, and DΦ:R3→M3(R) is not injective; consequently Φ has no differentiable local inverse at any pole point;
  3. along a smooth curve t↦(α(t),β(t),γ(t)) through a pole point (β(0)=0) the body angular velocity of the resulting rotation path is ω(0)=(α′(0)+γ′(0)) e3+β′(0) Rz(−γ(0))e2, so the individual rates α′ and γ′ enter only through their sum: the triples of rates (α′,β′,γ′) and (α′+h,β′,γ′−h) produce the same angular velocity, and the rate map of the parametrization is not injective at the pole, where h is any rate of dimension τ−1;
  4. nevertheless the orientation path R:R⟶SO(3),R(t):=Ry(κt), with c(t)=0 and time window I0=R, of a rigid-material model passes through the pole orientation R(0)=I3=Φ(0,0,0), is of class C∞, and has the constant body angular velocity κe2; the singularity of clause 2 is a property of the parametrization, not of the orientation or of the angular velocity.

Facts & Assumptions

Given: The map Φ, the coordinate rotation matrices of The coordinate rotation matrices Rz(a) and Ry(a): values in SO(3), composition law, and derivatives, a pole point (α,0,γ)∈R3, a real s, the positive rate κ with units specified above, and a C2 curve (α,β,γ) on an open time interval with 0 an interior point and β(0)=0 (Intervals of R: the nine order-convex forms, nondegeneracy, and length, The derivative f′(c)=lim⁡x→cf(x)−f(c)x−c of f:A→R at a point c∈A that is a limit point of A, and differentiability on a set).

[L1]

Coordinate rotations (The coordinate rotation matrices Rz(a) and Ry(a): values in SO(3), composition law, and derivatives): Rz(a),Ry(a)∈SO(3) for every real a, Rz(0)=Ry(0)=I3, Rz(a)Rz(b)=Rz(a+b), and for a differentiable a the curves Rz∘a, Ry∘a are differentiable with (Rz∘a)′=a′Rz(a)[e3]×=a′[e3]×Rz(a) and (Ry∘a)′=a′Ry(a)[e2]×=a′[e2]×Ry(a).

[L2]

Skew-matrix correspondence and conjugation (The skew-matrix/cross-product correspondence [ω]×z=ω×z and its conjugation law R[ω]×RT=[Rω]× clauses 1-3, The orthogonal group O(3) and the rotation group SO(3)): [ω]×z=ω×z; the map ω↦[ω]× is injective; for R∈SO(3) one has R[ω]×RT=[Rω]×; SO(3) is a group (SO(3) is a subgroup of the general linear group, with R−1=RT).

[L4]

The model's kinematic notions (Configuration, configuration space and orientation of a rigid-material model in an inertial frame, Body and spatial angular velocity of a rigid-material motion, and the material velocity field): a configuration path (c,R) with R of class C2 assigns to each time a placement; the body angular velocity is the unique ω with RTR′=[ω]×.

Verification

technique · direct; use the composition law of the coordinate rotations, differentiate the parametrization with the product rule, and read the angular velocity through the skew-matrix correspondence
1.1givenL1algebra

Pole values: by the composition law and Ry(0)=I3 of [L1], Φ(α,0,γ)=Rz(α)Rz(γ)=Rz(α+γ), so the value depends only on α+γ. For every real s, Φ(α+s,0,γ−s)=Rz(α+s+γ−s)=Rz(α+γ)=Φ(α,0,γ), and the points (α+s,0,γ−s) approach (α,0,γ) as s→0 while remaining distinct for s≠0. Hence Φ is not injective on any neighbourhood of the pole point; this is clause 1.

1.2givenL1L3algebra

Partial derivatives at the pole: differentiating with respect to α with β,γ fixed and using the product rule and [L1], ∂αΦ(α,β,γ)=[e3]×Rz(α)Ry(β)Rz(γ), and at β=0 this is [e3]×Rz(α+γ) by clause 1. Differentiating with respect to γ gives ∂γΦ(α,β,γ)=Rz(α)Ry(β)Rz(γ)[e3]×; at β=0 the middle factor is I3 and the factors Rz(γ) and [e3]× commute by the identity Rz(a)[e3]×=[e3]×Rz(a) of [L1], so ∂γΦ(α,0,γ)=Rz(α)[e3]×Rz(γ)=[e3]×Rz(α)Rz(γ)=[e3]×Rz(α+γ), the same value as ∂αΦ.

2.1step 1.1step 1.2L3algebra

Rank and absence of a local inverse: the Jacobian matrix JΦ(α,0,γ) has columns ∂αΦ, ∂βΦ, ∂γΦ [L3], and the first and third columns coincide by step 1.2. Thus the linear map DΦ:R3→M3(R)≅R9 annihilates the nonzero vector (1,0,−1) and has rank at most 2, so it is not injective. Moreover, step 1.1 gives distinct points with equal images in every neighbourhood of the pole point, ruling out any local inverse, including a differentiable inverse onto a neighbourhood in SO(3). This proves clause 2.

2.2step 1.2L1L2L4algebra

Angular velocity along a curve through the pole: let Φt:=Φ(α(t),β(t),γ(t)); by the product rule and [L1] at t=0, where β(0)=0 and Ry(0)=I3, Φ0′=(α′(0)+γ′(0))[e3]×Rz(α(0)+γ(0))+β′(0) Rz(α(0))[e2]×Rz(γ(0)), using the two computations of step 1.2 for the α- and γ-directions and the middle derivative ∂βΦ=Rz(α)[e2]×Rz(γ) at the pole. Multiplying on the left by Φ0T=Rz(−γ(0))Rz(−α(0))=Φ0−1 (the matrix is orthogonal [L1]) and using the conjugation law R[ω]×RT=[Rω]× of [L2] together with Rz(−γ(0))e2 for the second term gives Φ0TΦ0′=[(α′(0)+γ′(0)) e3+β′(0) Rz(−γ(0))e2]×, so by the injectivity clause of [L2] and the characterisation of the body angular velocity [L4], ω(0)=(α′(0)+γ′(0))e3+β′(0)Rz(−γ(0))e2. The rates α′ and γ′ enter only through the sum, so (α′+h,β′,γ′−h) and (α′,β′,γ′) give the same angular velocity: the rate map is not injective at the pole. This is clause 3.

3.1step 2.1L1L2L4algebra

The regular physical path: R(t)=Ry(κt) has R(0)=I3 and is the composition of the smooth coordinate-rotation curve with the smooth map t↦κt, hence of class C∞ [L1]; by the derivative clause of [L1], R′(t)=κRy(κt)[e2]×, so R(t)TR′(t)=[κe2]× for every t and the body angular velocity is the constant vector κe2 by [L2] and [L4]; in particular the orientation path passes through the pole orientation R(0)=I3=Φ(0,0,0) with a well-defined, constant angular velocity. The failure of clause 2 is thus a failure of the parameter triple to be a chart at the pole, not a singularity of the orientation path or of its angular velocity. This proves clause 4.

4.1step 1.1step 2.1step 2.2step 3.1∎

Summary: the parametrization Φ is smooth as a map, but at every pole point it is non-injective (clause 1), its derivative has rank at most 2 and it admits no differentiable local inverse (clause 2), and the angular velocity does not uniquely determine the Euler-angle rates at a fixed pole triple (clause 3), while a physical orientation path through the same pole orientation is regular with a perfectly well-defined angular velocity (clause 4).

Remarks

ExampleConstruction: AI-generatedVerification: AI-generatedprecheck passOpen item page →

Parallel-axis check for the equilateral-triangle model: inertia tensor about a vertex computed two ways

Physical scope

A worked instance of the parallel-axis theorem in the rigid-material model branch of Adoption of the rigid-material model branch: reference mass distribution, rigid placements, orientation and scope: for the equilateral-triangle model of the companion example, the inertia tensor of the model about a vertex is computed from the supplier's shifted-point formula and independently from the finite sum defining it, and the two agree; the axis moment about the vertex axis is compared with the central axis moment. The item asserts no measured inertia and no concrete physical body.

Example

Adopt the equilateral-triangle rigid-material model of An equilateral-triangle rigid-material model: inertia matrix, principal axes, rotational term and the threefold-symmetry check: three equal point masses m0>0 at xk=a(cos⁡2πk3,sin⁡2πk3,0), k=0,1,2, with total mass m=3m0, body inertia matrix I=diag(3m0a22,3m0a22,3m0a2) and reference coordinates centred at the origin. The kilogram/metre input conventions and kilogram metres squared inertia units are inherited from the companion example. Then:

  1. for every motion of the model, every t∈I0 and every spatial point p, the inertia tensor of the model about p satisfies the spatial parallel-axis form I(t,p)=I(t)+m(∥p−c(t)∥22I3−(p−c(t))(p−c(t))T);
  2. at any reference-placement time t∗∈I0 satisfying (c(t∗),R(t∗))=(0,I3), the inertia tensor about the vertex p=ae1 is I(t∗,ae1)=diag(3m0a22, 9m0a22, 6m0a2);
  3. the same matrix is obtained by the direct finite sum over the three material points, confirming the identity of clause 1 on this data;
  4. the moment of inertia about the axis through the vertex ae1 in direction e3 equals 6m0a2, while the moment about the parallel central axis is 3m0a2; their difference is ma2, in agreement with the axis-shift form of the theorem.

Facts & Assumptions

Given: The model of An equilateral-triangle rigid-material model: inertia matrix, principal axes, rotational term and the threefold-symmetry check, its reference mass distribution ν, its total mass m=3m0, its body inertia matrix I, a motion x(t,ρ)=c(t)+R(t)ρ of the model, a spatial point p, and the notation of Inertia matrix, spatial inertia tensor, inertia tensor about a point and moment of inertia about an axis of a rigid-material model and The inertia tensor of a finite bounded Borel measure about any point of R3. For clauses 2-4, assume a time t∗∈I0 with c(t∗)=0, R(t∗)=I3. Such motions exist on every allowed time window (take the constant reference placement); an arbitrary motion need not attain it, and 0 need not lie in I0.

[L1]

The companion-model data (An equilateral-triangle rigid-material model: inertia matrix, principal axes, rotational term and the threefold-symmetry check): ν=m0∑kδxk is a centred mass distribution of total mass m=3m0, its body inertia matrix is I=diag(3m0a22,3m0a22,3m0a2) and the finite-atomic formula ∫f dν=m0∑kf(xk) holds for ν-integrable f.

[L2]

Mathematical supplier, parallel axis (Parallel-axis theorem: the inertia tensor about a displaced point of a centred mass distribution, The inertia tensor of a finite bounded Borel measure about any point of R3, Finiteness and a uniform bound for the entries of the inertia tensor about an arbitrary point, Mass distributions on R3: total mass, first moment and inertia matrix, The Axiom of Countable Choice (ACω)): under ACω, for a centred mass distribution with total mass m and inertia matrix I, and for every a∈R3, the inertia tensor of the distribution about a satisfies Iν(a)=I+m(∥a∥22I3−aaT).

[L3]

The model's shifted tensor (Inertia matrix, spatial inertia tensor, inertia tensor about a point and moment of inertia about an axis of a rigid-material model clause (c)): for a spatial point p, I(t,p)=R(t)Iν(a(t,p))R(t)T with a(t,p)=R(t)T(p−c(t)).

[L4]

Rotation and matrix algebra (The orthogonal group O(3) and the rotation group SO(3), The Euclidean inner product ⟨x,y⟩=∑k<nxkyk on Rn, The vector space Mm×n(F):=F m×n of m by n matrices over a field, with entrywise operations, Rectangular matrix multiplication and the identity matrix In, including zero-sized shapes): R∈SO(3) preserves the Euclidean inner product and norm; for the product Ra(t,p)=p−c(t) one has ∥a(t,p)∥2=∥p−c(t)∥2 and R(aaT)RT=(Ra)(Ra)T.

[L5]

Finite sums and trigonometric values (Laws of finite sums and finite products, Sine and cosine defined by their real power series, The addition formulas for sine and cosine, Parity and the Pythagorean identity for sine and cosine): cos⁡(0)=1, cos⁡(±2π3)=−12 and sin⁡(±2π3)=±32; finite sums are additive and distribute over scalar multiples.

Verification

technique · direct; conjugate the supplier's shifted-point formula into the spatial frame, then evaluate both sides of the identity on the triangle data
1.1givenL2L3L4algebra

Spatial parallel-axis form: by [L3] and [L2], I(t,p)=R(t)[I+m(∥a(t,p)∥22I3−a(t,p)a(t,p)T)]R(t)T=I(t)+m(∥a∥22I3−Ra(Ra)T), distributing the conjugation and using [L4]; substituting Ra=p−c(t) and ∥a∥2=∥p−c(t)∥2 [L4] gives the displayed form of clause 1.

2.1step 1.1L2L3algebra

Constructor notation is consistent: I(t,c(t))=I(t), because a(t,c(t))=0 and Iν(0)=I by [L2] with a=0; this is the statement of Inertia matrix, spatial inertia tensor, inertia tensor about a point and moment of inertia about an axis of a rigid-material model clause (c) that the tensor about the centre of mass is the spatial tensor.

2.2step 1.1L1L2L3algebra

Vertex evaluation from the supplier: evaluate at the assumed reference-placement time t∗, where c(t∗)=0, R(t∗)=I3, so I(t∗)=I and a(t∗,ae1)=ae1 by [L3]; then step 1.1 gives I(t∗,ae1)=I+m(a2I3−a2e1e1T)=I+3m0a2(I3−e1e1T), and adding the diagonal contributions gives diag(3m0a22+0,3m0a22+6m0a22,3m0a2+3m0a2), which is the matrix of clause 2.

3.1step 2.2L1L5algebra

Direct finite-sum check: by the definition of the shifted tensor [L2] and the finite-atomic formula [L1], I(t∗,ae1)=∫(∥ρ−ae1∥22I3−(ρ−ae1)(ρ−ae1)T)dν(ρ)=m0∑k(∥xk−ae1∥22I3−(xk−ae1)(xk−ae1)T). The contribution of k=0 vanishes because x0=ae1. For k=1,2, the displacement vectors are dk:=xk−ae1=(−3a2,±3a2,0) with ∥dk∥22=3a2, and d1d1T+d2d2T=diag(9a22,3a22,0) because the off-diagonal products cancel by [L5]. Hence I(t∗,ae1)=m0(2⋅3a2I3−diag(9a22,3a22,0))=diag(3m0a22,9m0a22,6m0a2), in agreement with step 2.2. This is clause 3.

4.1step 2.2step 3.1L1L2L5algebra

Axis moments: by clause (c) of Principal axes and principal moments of the inertia data of a rigid-material model, axis moments and extremal values the moment about a spatial axis through p with unit direction n is nTI(t,p)n; for the axis through the vertex ae1 in direction e3 this is the (3,3) entry of the matrix of clause 2, namely 6m0a2; for the parallel axis through the centre of mass the moment is e3TIe3=3m0a2 by the companion example [L1]. Directly, the squared distance of the three material points from the vertex axis is 0,3a2,3a2 (using [L5] for the coordinates of d1,d2), giving 2m0⋅3a2=6m0a2. The difference 6m0a2−3m0a2=3m0a2=ma2 is the product of the total mass and the squared distance between the parallel axes, as the axis-shift form of [L2] predicts. This is clause 4.

5.1step 1.1step 2.2step 3.1step 4.1∎

Interpretation: the spatial parallel-axis form of clause 1 is the model's reading of the mathematical supplier [L2], and the two independent computations of clauses 2-3 agree on the triangle data. The computation exercises the shifted tensor about a point of the body that is not the centre of mass; the entries are model quantities computed from m0 and a, and no measured inertia or concrete body is asserted.

Remarks

Sources