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Rigid-body configuration and inertia — Examples
1 · Prerequisites
- Absolute and Conditional Convergence; Rearrangement; Products
- Algebraic Closure, Embeddings, and Separability
- Algebraic Extensions, Extension Degree, and Finite Fields
- Areas of Elementary Plane Figures
- Binary Operations, Monoids, Groups and Subgroups
- Cm Math Balances
- Cm Math Geometry
- Cm Math Rigid
- Cm Math Verification
- Compactness in Metric Spaces
- Completeness, Completion, and Uniform Continuity
- Composition Series, the Jordan–Hölder Theorem and Solvable Groups
- Congruences, the Integers Modulo n and the Chinese Remainder Theorem
- Connectedness
- Constant Rank, Submersions, Immersions and Regular Level Sets
- Construction of the Natural Numbers
- Construction of the Real Numbers via Cauchy Sequences
- Construction of the Real Numbers via Dedekind Cuts
- Continuity, IVT, EVT, and Uniform Continuity
- Cosets, Index and Lagrange's Theorem
- Countability and Uncountability
- Countability Axioms and Cardinal Functions
- Cyclic Groups and Direct Products
- Determinants of Matrices over a Commutative Ring
- Diagonalisation and the Minimal Polynomial
- Divisibility, Euclidean Domains, Principal Ideal Domains and Unique Factorisation
- Divisibility, Greatest Common Divisors and Bézout's Identity
- Dual Spaces, Bilinear and Quadratic Forms, and Sylvester's Law of Inertia
- Eigenvalues, Eigenvectors and the Characteristic Polynomial
- Exterior Powers, Orientation and Hodge Duality
- Filters and Ultrafilters
- Finite Counting, Factorials and Binomial Coefficients
- Foundations of the Real Numbers for Analysis
- Framework, quantities and geometry
- Gaussian Elimination, Elementary Matrices and Reduced Row Echelon Form
- Group Actions, Orbits, Stabilisers and Cayley's Theorem
- Group Homomorphisms and the Isomorphism Theorems
- Hereditary and Productive Behaviour of the Separation Axioms
- Ideals, Quotient Rings and the Isomorphism Theorems for Rings
- Inner Product Spaces, Gram-Schmidt, Projections and Adjoints
- Lebesgue Measure on Euclidean Space
- Limits of Real Functions
- limsup, liminf, and Subsequential Limits
- Linear Independence, Bases and Dimension
- Linear Transformations, Rank-Nullity and Quotient Spaces
- Matrices, the Matrix of a Linear Map, and Change of Basis
- Measurable Functions and Simple Approximation
- Measures and Their Basic Properties
- Metric Spaces
- Mixed Partials, Taylor Formulae, and Extrema
- Monotone Functions, Discontinuities, and Continuity Sets
- Monotone Sequences, Bolzano-Weierstrass, and Cauchy Completeness
- Normal Subgroups and Quotient Groups
- Order, Zorn's Lemma, and the Axiom of Choice
- Outer Measure and the Caratheodory Extension Theorem
- pi: the Equivalent Characterizations
- Polynomial Rings, the Division Algorithm and Roots
- Power Series and Real-Analytic Functions
- Primes, Euclid's Lemma and the Fundamental Theorem of Arithmetic
- Properties of the Integral and the Working FTC
- Rank Theorems and Embedded Submanifolds
- Regular Surfaces and Surface Integrals
- Relations, Functions, and Quotients
- Rigid-body configuration and inertia
- Rings, Subrings, Integral Domains and Fields
- Rⁿ as a Normed Space; Vector-Valued Functions
- Roots, Rational Powers, and Classical Inequalities
- Separation Axioms: the Hierarchy
- Sequences and Limits
- Sequences and Series of Functions; Uniform Convergence
- Series: Convergence and the Nonnegative Tests
- Sigma Algebras and Borel Sets
- Simple Field Extensions and the Construction of the Complex Numbers
- Sine, Cosine, and the Definition of Pi
- Smooth Manifolds and Smooth Maps
- Splitting Fields
- Subspaces, Products, and Quotients
- Suprema and Infima
- Sylow's Theorems, p-Groups and Nilpotent Groups
- Symmetric Groups, Cycle Decomposition and the Sign Homomorphism
- Tangent Cotangent and the Differential
- The Derivative and the Mean Value Theorems
- The Determinant of a Linear Operator, Cofactors and Cramer's Rule
- The Fundamental Theorem of Algebra
- The Fundamental Theorem of Finite Abelian Groups
- The Fundamental Theorems of Calculus
- The Galois Correspondence
- The Inverse and Implicit Function Theorems
- The Inverse Function Theorem Completed
- The Lebesgue Integral and the Convergence Theorems
- The Riemann Integral in Rᵐ and Jordan Content
- The Riemann Integral: Definition and Integrability
- The Spectral Theorem, Positive Operators and Singular Value Decomposition
- The Topology of Euclidean Space
- The Total Derivative in ℝᵐ → ℝⁿ
- The ZFC Axioms and the Basic Set Constructions
- Topological Spaces and Continuity
- Topology of ℝ
- Triangularisation, Generalised Eigenspaces and Jordan Canonical Form
- Vector Spaces, Linear Subspaces, Span and Direct Sums
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 while the physical orientation remains regular) exhibits the pole of the parametrization : 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 and the rate ; meanwhile the orientation path passes through the pole orientation with constant angular velocity , 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
An equilateral-triangle rigid-material model: inertia matrix, principal axes, rotational term and the threefold-symmetry check
Under the inherited Axiom of Countable Choice 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 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 with equal weights in kilograms () and circumradius in metres (). Under Dimensions and SI unit conventions of the non-relativistic classical mechanics framework, the basis vectors and angles are dimensionless, the have length dimension, inertia entries and principal moments have dimension , read in kilogram metres squared, and angular-velocity components and the constant rate used below have dimension , read in radians per second with dimensionless radians and time in seconds. Rotational kinetic energy has dimension , read in joules. The parameters are model data, not measurements. Here for is the Euclidean inner product (The Euclidean inner product on ); a -orthonormal pair satisfies and . Then:
- is a centred mass distribution of total mass in the sense of Mass distributions on : total mass, first moment and inertia matrix;
- the body inertia matrix is
- the principal axes are together with any -orthonormal pair in the plane , and the principal moments are (twice) and ; the model is nondegenerate and is invertible;
- for any motion of the model with body angular velocity , the rotational term of Total momentum, kinetic-energy splitting and centre-of-mass angular momentum of a rigid-material motion is
- the threefold rotation satisfies , 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: restricts to the scalar on the transverse plane.
Facts & Assumptions
Given: Assume as specified in [A1]. The weights , the circumradius , the points displayed above, the measure and the mathematical notation of Mass distributions on : total mass, first moment and inertia matrix, The cross product in and The Euclidean inner product on .
The Axiom of Countable Choice (The Axiom of Countable Choice ()) is adopted: for every family of nonempty sets there is with for all . 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 , 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.
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): is a measure on the Borel space of with ; it is finite and supported on the three points , hence bounded.
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 , Monotonicity and nonnegative homogeneity of the nonnegative integral): for a nonnegative measurable 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 supplies the measurability and integrability of the coordinate and quadratic polynomials used in that formula.
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 ; its principal basis exists, the principal moment about is , 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 is invertible.
The constant is defined by Pi as twice the smallest positive zero of cosine; 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 by Pi is the first positive zero of sine, and cosine strictly decreases on 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: , and ; further and .
Coordinate rotations (The coordinate rotation matrices and : values in , composition law, and derivatives): for every real , with the displayed entries in terms of and ; .
Matrix and norm algebra (The vector space of by matrices over a field, with entrywise operations, Rectangular matrix multiplication and the identity matrix , including zero-sized shapes, The squared cross-product norm is the Gram determinant of two vectors, The Euclidean inner product on ): matrix products act on column vectors; ; has squared norm .
Kinetic splitting (Total momentum, kinetic-energy splitting and centre-of-mass angular momentum of a rigid-material motion clause 3): under [A1], for every motion of this centred model on its open time window, with body angular velocity defined by (Body and spatial angular velocity of a rigid-material motion, and the material velocity field), ; the second term is the rotational kinetic energy.
Verification
Finite-atomic integration formula: let be -integrable. If is a nonnegative simple function, then by [L1]; taking the supremum over simple and using the minorant together with the bound valid for every simple gives for nonnegative ; the real case follows from and linearity [L2], and the complex case by real/imaginary parts.
Trigonometric values and sums: put and . The period in [L4] gives . Repeated addition and the Pythagorean identity give , hence . Since and cosine strictly decreases on , , so . Positivity of sine and its squared value give . The addition formulas now give . Together with these three explicit pairs yield all five finite sums in [L4] by addition.
The measure is a mass distribution: by [L1] it is finite and bounded with support , and . Its first moment is by step 1.1 and [L4]: the reference coordinates are centred.
Inertia matrix: by step 1.1 and [L3], because for every . The matrix has entries , and in the plane and zero in the third row and column, so by [L4] it equals . Hence , which is the displayed matrix of clause 2.
Principal data: the displayed matrix is diagonal, so , and : is a principal axis with moment , and every -orthonormal pair in the plane is a pair of principal axes with the common moment . The integral identities are checked directly: and by [L4] and [L6], in agreement with the diagonal entries by clause 2.
Nondegeneracy and invertibility: no line through the origin contains two of the points , because their arguments modulo are (using [L4]), which are pairwise distinct; hence for every line through the origin at least two of the three points lie outside and . The model is therefore nondegenerate, and by clause (d) of [L3] all principal moments are positive (as they visibly are) and is invertible.
Rotational term: by clause (b) of [L3] and clause 2, for a motion with body angular velocity the quadratic form is ; multiplying by 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 with rate has rotational term , and a rotation about an in-plane principal axis has term .
Symmetry check: is the rotation of the reference plane that carries to for (indices modulo ): its matrix acts on as by the addition formulas and [L5]. Since is orthogonal and preserves norms, by step 2.2, the preservation of norms and the relabelling of the finite sum. Thus , and the invariance of the inertia data under the threefold symmetry is exhibited; on the plane , where acts as the rotation by , the matrix is scalar, which is exactly the equality of the two transverse principal moments in step 3.1.
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 and ; 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
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The threefold symmetry and the equal transverse moments. The equality 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.
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Reading the numbers. The principal moment about the symmetry axis exceeds either transverse moment by the factor in this configuration: against . This is a property of the chosen shape, not a general law, and it illustrates that the three principal moments need not be distinct.
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Empirical status. The parameters and are model data; the example asserts no measured values and no claim that any actual rigid body has this mass distribution.
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
Under the inherited Axiom of Countable Choice 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 is strictly positive and is invertible.
Facts & Assumptions
Given: Assume 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 : total mass, first moment and inertia matrix. The model parameters are in kilograms (), in metres (), and a constant rate in radians per second (), with dimensionless radians and time in seconds (Dimensions and SI unit conventions of the non-relativistic classical mechanics framework). Inertia entries and moments have dimension , read in kilogram metres squared; rotational energy and centre-of-mass angular momentum have dimensions and , read in joules and kilogram metres squared per second. All values are model quantities, not measurements.
The Axiom of Countable Choice (The Axiom of Countable Choice ()) is adopted: for every family of nonempty sets there is with for all . This is the inherited hypothesis for 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 , Symmetry, the quadratic identity , and the positive-definiteness criterion for the inertia matrix, 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; the explicit finite-atomic calculation does not establish this axiom.
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 , and its integral on nonnegative measurable functions is computed by the finite-atomic formula of step 1.1.
Integral rules (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 ): linearity of the integral on and the componentwise reading of vector integrals.
Inertia data and principal axes (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, Symmetry, the quadratic identity , and the positive-definiteness criterion for the inertia matrix clauses 1-2): , is symmetric, , and the principal basis and the vanishing criterion of clause (d) of Principal axes and principal moments of the inertia data of a rigid-material model, axis moments and extremal values are available.
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 , the rotational term is and the angular momentum about the centre of mass is .
Cross-product and matrix algebra (The cross product in , The Euclidean inner product on , The vector space of by matrices over a field, with entrywise operations, Rectangular matrix multiplication and the identity matrix , including zero-sized shapes, Laws of finite sums and finite products): for every real and ; matrix-vector multiplication is componentwise in the standard basis.
Counterexample
Finite-atomic integration formula: fix , and . For a nonnegative simple function , the defining simple integral gives by [L1] and [L2]. If is measurable and finite at the two atoms, is a nonnegative simple minorant. Its integral gives the lower bound , while every simple gives the corresponding upper bound. Taking the supremum proves . 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.
The model. Take , and a finite weighted sum of Dirac measures at the distinct points and with positive weights. By [L1] is a finite bounded measure; its total mass is and its first moment is by the finite-atomic formula of step 1.1, so the reference coordinates are centred and is a mass distribution of the model branch.
Inertia matrix: by step 1.1 and [L3], which is in the standard basis by [L5]. In particular with , so is not invertible.
Principal data and the vanishing criterion: the displayed matrix is diagonal, so the principal moments are , and , and is a principal axis with vanishing moment. This is consistent with clause (d) of [L3]: is supported on the line of the principal axis , so the principal moment about vanishes; the model is degenerate, and the nondegeneracy hypothesis of the positivity statement fails.
A rotation about the line is invisible to the rotational term. Let the model move with constant-rate orientation path about the symmetry axis, so that the configuration path is with arbitrary of class ; by Body and spatial angular velocity of a rigid-material motion, and the material velocity field its body angular velocity is (the axis is fixed by , and by the derivative clause of the coordinate-rotation matrices). Every material point lies on the rotation axis: by [L5], so the material velocity equals on both mass-carrying labels and the rotational term is by [L4] and step 3.1. The angular momentum about the centre of mass is by [L4], so the motion's spin about the line produces neither rotational kinetic energy nor angular momentum.
Conclusion. The model is a rigid-material model of positive total mass, and its inertia matrix 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
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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.
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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 loses the component of along the line: , so the relation between and is not injective. A consumer requiring from , or requiring an invertible inertia matrix, must exclude or regularize this case explicitly.
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No measured value. The parameters and are model data; the example asserts no measured inertia and no claim that any concrete body has collinear material points.
The Euler-angle pole: a degenerate parametrization of while the physical orientation remains regular
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 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 passes through the pole orientation with constant angular velocity for a positive rate 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 be the coordinate rotation matrices of The coordinate rotation matrices and : values in , composition law, and derivatives and consider the formula of the Euler-angle parametrization of The Euler-angle parametrization and the heavy symmetric top system, here read on the whole parameter space (the definition restricts its parameter domain to and asserts no chart property). Angles are dimensionless radians; time is read in seconds. Fix a positive rate of dimension , 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:
- : at the pole the value depends only on the sum , and for every real hence is not injective on any neighbourhood of a pole point.
- the partial derivatives at a pole point satisfy so the Jacobian matrix has two identical columns, its rank is at most , and is not injective; consequently has no differentiable local inverse at any pole point;
- along a smooth curve through a pole point () the body angular velocity of the resulting rotation path is so the individual rates and enter only through their sum: the triples of rates and produce the same angular velocity, and the rate map of the parametrization is not injective at the pole, where is any rate of dimension ;
- nevertheless the orientation path with and time window , of a rigid-material model passes through the pole orientation , is of class , and has the constant body angular velocity ; 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 , the coordinate rotation matrices of The coordinate rotation matrices and : values in , composition law, and derivatives, a pole point , a real , the positive rate with units specified above, and a curve on an open time interval with an interior point and (Intervals of : the nine order-convex forms, nondegeneracy, and length, The derivative of at a point that is a limit point of , and differentiability on a set).
Coordinate rotations (The coordinate rotation matrices and : values in , composition law, and derivatives): for every real , , , and for a differentiable the curves , are differentiable with and .
Skew-matrix correspondence and conjugation (The skew-matrix/cross-product correspondence and its conjugation law clauses 1-3, The orthogonal group and the rotation group ): ; the map is injective; for one has ; is a group ( is a subgroup of the general linear group, with ).
Matrix calculus (Directional derivatives and partial derivatives of a map , The Jacobian matrix of partial derivatives and the gradient in the scalar-valued case, The total (Fréchet) derivative as the linear first-order approximation with remainder, The chain rule for total derivatives: , The vector space of by matrices over a field, with entrywise operations, Rectangular matrix multiplication and the identity matrix , including zero-sized shapes): matrix-valued maps are differentiated entrywise; the partial derivatives of are computed with the product rule and [L1]; a map with a differentiable local inverse satisfies at the point , the total derivative of the identity being the identity.
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 with of class assigns to each time a placement; the body angular velocity is the unique with .
Verification
Pole values: by the composition law and of [L1], , so the value depends only on . For every real , , and the points approach as while remaining distinct for . Hence is not injective on any neighbourhood of the pole point; this is clause 1.
Partial derivatives at the pole: differentiating with respect to with fixed and using the product rule and [L1], , and at this is by clause 1. Differentiating with respect to gives ; at the middle factor is and the factors and commute by the identity of [L1], so , the same value as .
Rank and absence of a local inverse: the Jacobian matrix has columns [L3], and the first and third columns coincide by step 1.2. Thus the linear map annihilates the nonzero vector and has rank at most , 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 . This proves clause 2.
Angular velocity along a curve through the pole: let ; by the product rule and [L1] at , where and , using the two computations of step 1.2 for the - and -directions and the middle derivative at the pole. Multiplying on the left by (the matrix is orthogonal [L1]) and using the conjugation law of [L2] together with for the second term gives so by the injectivity clause of [L2] and the characterisation of the body angular velocity [L4], . The rates and enter only through the sum, so and give the same angular velocity: the rate map is not injective at the pole. This is clause 3.
The regular physical path: has and is the composition of the smooth coordinate-rotation curve with the smooth map , hence of class [L1]; by the derivative clause of [L1], , so for every and the body angular velocity is the constant vector by [L2] and [L4]; in particular the orientation path passes through the pole orientation 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.
Summary: the parametrization is smooth as a map, but at every pole point it is non-injective (clause 1), its derivative has rank at most 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
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What the pole is, and what it is not. The pole is the parameter value , an excluded boundary value of the parameter interval in The Euler-angle parametrization and the heavy symmetric top system. It is not a special orientation: the identity and every rotation about are regular elements of and are reached by smooth motions with finite angular velocity (clause 4). The degeneration is the failure of the three angles to coordinatize orientations near those points.
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Consequence for consumers. A computation using Euler angles must state its convention and avoid solving for individual angles or rates at a pole. The restriction alone does not establish a coordinate chart: using the angles as coordinates also requires a neighbourhood on which the parametrization has a smooth inverse. The intrinsic quantities and (Body and spatial angular velocity of a rigid-material motion, and the material velocity field) remain defined there, and the quaternion lift of Existence, uniqueness and sign ambiguity of the quaternion lift of a rotation path provides a description that does not degenerate at this point, at the cost of the sign ambiguity recorded in The global orientation and its charts: Euler angles, the quaternion double cover and singularities of parametrizations.
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No dynamics. Nothing in this example constrains the motion by a torque or equation of motion; the path is an admissible orientation path of the model, and its angular velocity is read off kinematically.
Parallel-axis check for the equilateral-triangle model: inertia tensor about a vertex computed two ways
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 at , , with total mass , body inertia matrix 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:
- for every motion of the model, every and every spatial point , the inertia tensor of the model about satisfies the spatial parallel-axis form
- at any reference-placement time satisfying , the inertia tensor about the vertex is
- the same matrix is obtained by the direct finite sum over the three material points, confirming the identity of clause 1 on this data;
- the moment of inertia about the axis through the vertex in direction equals , while the moment about the parallel central axis is ; their difference is , 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 , its total mass , its body inertia matrix , a motion of the model, a spatial point , 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 . For clauses 2-4, assume a time with , . Such motions exist on every allowed time window (take the constant reference placement); an arbitrary motion need not attain it, and need not lie in .
The companion-model data (An equilateral-triangle rigid-material model: inertia matrix, principal axes, rotational term and the threefold-symmetry check): is a centred mass distribution of total mass , its body inertia matrix is and the finite-atomic formula holds for -integrable .
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 , Finiteness and a uniform bound for the entries of the inertia tensor about an arbitrary point, Mass distributions on : total mass, first moment and inertia matrix, The Axiom of Countable Choice ()): under , for a centred mass distribution with total mass and inertia matrix , and for every , the inertia tensor of the distribution about satisfies .
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 , with .
Rotation and matrix algebra (The orthogonal group and the rotation group , The Euclidean inner product on , The vector space of by matrices over a field, with entrywise operations, Rectangular matrix multiplication and the identity matrix , including zero-sized shapes): preserves the Euclidean inner product and norm; for the product one has and .
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): , and ; finite sums are additive and distribute over scalar multiples.
Verification
Spatial parallel-axis form: by [L3] and [L2], distributing the conjugation and using [L4]; substituting and [L4] gives the displayed form of clause 1.
Constructor notation is consistent: , because and by [L2] with ; 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.
Vertex evaluation from the supplier: evaluate at the assumed reference-placement time , where , , so and by [L3]; then step 1.1 gives and adding the diagonal contributions gives , which is the matrix of clause 2.
Direct finite-sum check: by the definition of the shifted tensor [L2] and the finite-atomic formula [L1], The contribution of vanishes because . For , the displacement vectors are with , and because the off-diagonal products cancel by [L5]. Hence , in agreement with step 2.2. This is clause 3.
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 with unit direction is ; for the axis through the vertex in direction this is the entry of the matrix of clause 2, namely ; for the parallel axis through the centre of mass the moment is by the companion example [L1]. Directly, the squared distance of the three material points from the vertex axis is (using [L5] for the coordinates of ), giving . The difference 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.
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 and , and no measured inertia or concrete body is asserted.
Remarks
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The theorem behind the shift. The relation between the tensors about the centre of mass and about a displaced point is the mathematical theorem Parallel-axis theorem: the inertia tensor about a displaced point of a centred mass distribution; the example only instantiates it in the model's notation and checks both sides on explicit data. Its hypotheses are the centred reference shape of Adoption of the rigid-material model branch: reference mass distribution, rigid placements, orientation and scope and the countably-choice-founded finiteness of the integrals, both inherited by the model's definition Inertia matrix, spatial inertia tensor, inertia tensor about a point and moment of inertia about an axis of a rigid-material model.
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Why a vertex. The shifted tensor about a point of the body is used whenever a rotation axis is not through the centre of mass — for example a body pivoting about a corner. The example shows the bookkeeping: the shift enters only through the centre-of-mass displacement in the spatial form of clause 1.
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No measured value. The parameters and are model data; the example asserts no measured moment of inertia.
Sources
- D. Tong, Classical Dynamics (Cambridge lecture notes, January 2015 printing), Section 3.2, Eqs. (3.19)-(3.23), printed pages 50-52 (PDF pages 56-58): inertia tensors of finite point-mass systems, principal axes and the semidefiniteness discussion
- K. K. Likharev, Essential Graduate Physics, Part CM: Classical Mechanics (title page last edited September 1, 2026), Chapter 4 Section 4.2, Eqs. (4.14)-(4.22), chapter pages 4-6 (PDF pages 58-60): computed inertia tensors of discrete mass distributions and the rotational kinetic energy
- G. J. Sussman and J. Wisdom, Structure and Interpretation of Classical Mechanics, 2nd ed. (MIT Press, 2014), Sections 2.3-2.5: moments of inertia and principal moments of discrete mass distributions
- D. Tong, Classical Dynamics (Cambridge lecture notes, January 2015 printing), Section 3.2, Eq. (3.22) and the equality-case discussion, printed page 51 (PDF page 57): the inertia quadratic form vanishes precisely when all the mass lies on a line through the centre of mass
- G. J. Sussman and J. Wisdom, Structure and Interpretation of Classical Mechanics, 2nd ed. (MIT Press, 2014), Sections 2.3-2.5, Eqs. (2.24)-(2.27) and (2.39): discrete-mass inertia components, the moment about a line, and principal moments as eigenvalues
- G. J. Sussman and J. Wisdom, Structure and Interpretation of Classical Mechanics, 2nd ed. (MIT Press, 2014), Section 2.7 and Section 2.8.1: the Euler-angle parametrization, the chart's exclusion of the poles $\sin\theta=0$, and the $ABC\sin^{2}\theta$ Hessian determinant of the coordinate transformation
- K. K. Likharev, Essential Graduate Physics, Part CM: Classical Mechanics (title page last edited September 1, 2026), Chapter 4 Sections 4.5-4.6, chapter pages 15-22 (PDF pages 69-76): Euler angles as local coordinates and the warning that the angular-velocity components are not globally coordinate derivatives
- D. Tong, Classical Dynamics (Cambridge lecture notes, January 2015 printing), Section 3.5, printed pages 62-65 (PDF pages 68-71): the three ordered rotations defining the Euler angles and the caution about the convention and the local character of the angles
- D. Tong, Classical Dynamics (Cambridge lecture notes, January 2015 printing), Section 3.2.1, Eqs. (3.25)-(3.26), printed pages 52-53 (PDF pages 58-59): the inertia tensor about a displaced point and the parallel-axis relation
- K. K. Likharev, Essential Graduate Physics, Part CM: Classical Mechanics (title page last edited September 1, 2026), Chapter 4 Section 4.2, Eqs. (4.27)-(4.29), chapter pages 6-7 (PDF pages 60-61): the axis-shift theorem and its use in computed examples
- I. Stewart, Advanced Classical Mechanics (MIT 8.09/8.309 Fall 2014 course text), Chapter 2 Section 2.3, printed pages 37-41 (PDF pages 40-44): the parallel-axis derivation for the inertia tensor