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Classical continua with explicit constitutive assumptions
1 · Prerequisites
- Absolute and Conditional Convergence; Rearrangement; Products
- Approximation and Compactness in C(K)
- Areas of Elementary Plane Figures
- Binary Operations, Monoids, Groups and Subgroups
- Bounded Linear Operators and Quotient Spaces
- Cm Math Continuum
- Cm Math Fluid
- Cm Math Geometry
- Compactness
- Compactness in Metric Spaces
- Completeness, Completion, and Uniform Continuity
- Complex Lp Spaces and Test-Function Conventions
- Connectedness
- 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
- Convergence: Nets and Filters
- Cosets, Index and Lagrange's Theorem
- Countability and Uncountability
- Countability Axioms and Cardinal Functions
- Density Separability and Convolution in Lᵖ
- Determinants of Matrices over a Commutative Ring
- Dirichlet Kernel Localisation and Pointwise Fourier Convergence
- Divisibility, Euclidean Domains, Principal Ideal Domains and Unique Factorisation
- Dual Spaces, Bilinear and Quadratic Forms, and Sylvester's Law of Inertia
- Euclidean Ordinary Differential Equations with Smooth Dependence
- Euclidean Surface Measure, Divergence, and Green Identities
- Exterior Powers, Orientation and Hodge Duality
- Fejer and Poisson Summability of Fourier Series
- Filters and Ultrafilters
- Finite Counting, Factorials and Binomial Coefficients
- Finite Dimensional Normed Spaces and Riesz Lemma
- Finite Probability and the Probabilistic Method
- Foundations of the Real Numbers for Analysis
- Framework, quantities and geometry
- Fubini and Change of Variables
- Function Space Topologies and the Exponential Law
- Fundamental Trigonometric Identities
- Gaussian Elimination, Elementary Matrices and Reduced Row Echelon Form
- Group Actions, Orbits, Stabilisers and Cayley's Theorem
- Hausdorff via the Diagonal
- Hereditary and Productive Behaviour of the Separation Axioms
- Hilbert Space Geometry and Riesz Representation
- Ideals, Quotient Rings and the Isomorphism Theorems for Rings
- Improper and Parameter-Dependent Multiple Integrals
- Improper Integrals
- 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
- Modes of Convergence Egorov and Lusin
- Monotone Functions, Discontinuities, and Continuity Sets
- Monotone Sequences, Bolzano-Weierstrass, and Cauchy Completeness
- Normal Subgroups and Quotient Groups
- Normed and Banach Spaces
- Norming and Separation under Hahn–Banach
- Order, Zorn's Lemma, and the Axiom of Choice
- Orthonormal Bases, Parseval and Fourier Series
- Outer Measure and the Caratheodory Extension Theorem
- Picard-Lindelöf and First-Order Ordinary Differential Equations
- Polynomial Rings, the Division Algorithm and Roots
- Power Series and Real-Analytic Functions
- Product Measures and the Fubini Tonelli Theorems
- Properties of the Integral and the Working FTC
- Radon Measures and the Riesz Markov Kakutani Theorem
- Regular Surfaces and Surface Integrals
- Relations, Functions, and Quotients
- 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 Partitions of Unity and Exhaustions
- Stone–Weierstrass in General
- Subspaces, Products, and Quotients
- Suprema and Infima
- Symmetric Groups, Cycle Decomposition and the Sign Homomorphism
- The Analytic Hahn Banach Theorem
- The Cantor Set, Baire Category, and Measure Zero in ℝ
- The Complex Exponential and Euler's Formula
- The Derivative and the Mean Value Theorems
- The Determinant of a Linear Operator, Cofactors and Cramer's Rule
- The Exponential Function
- The Fundamental Theorems of Calculus
- The Inverse and Implicit Function Theorems
- The Inverse Function Theorem Completed
- The Lebesgue and Riemann Integrals Compared
- The Lebesgue Integral and the Convergence Theorems
- The Logarithm and General Powers
- The Lᵖ Spaces Holder Minkowski and Riesz Fischer
- The Real Gamma and Beta Functions
- The Riemann Integral in Rᵐ and Jordan Content
- The Riemann Integral: Definition and Integrability
- 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
- Uniform Spaces: the Three Definitions
- Vector Spaces, Linear Subspaces, Span and Direct Sums
- Volumes of Elementary Solids and Solids of Revolution
2 · Summary
This page develops classical continua as explicit models: every constitutive relation, balance principle and boundary idealization is an adopted assumption with a stated regime, and every dynamical conclusion is a conditional deduction from them. Continuum body data, the fixed inertial frame and the dimensions of the fields fixes the reading of the framework in one inertial frame — material regions, reference chart domains, time windows, and the dimensions of density, velocity, acceleration, traction, stress, displacement, elastic, viscous and pressure fields, with scalar/vector/tensor and reference-label rules under Galilean frame changes — Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance adopts the smooth kinematic branch (a family of orientation-preserving configurations whose labels follow worldlines, with the continuum idealization and the frame-covariance requirement), and The density field of the continuum model and the mass of a material subregion and Adopted mass balance: the mass of every material subregion is constant in time fix the mass of a material subregion and adopt its constancy. The purely mathematical transport machinery of the supplier page cm-math-continuum is then read in model terms by The transport identity and the material derivative along label worldlines for the adopted continuum model (the transport identity and the material derivative along label worldlines) and localized by The continuity equation of the continuum model: local form of mass balance, the material form, and the incompressibility reading into the continuity equation, its material form , the constant-product law along a label and the incompressibility equivalence.
Contact forces are defined by Traction fields and stress matrices of the continuum model, with units and sign conventions and adopted by Adopted force model of the continuum branch: continuous body forces and Cauchy contact tractions (continuous body forces and Cauchy tractions), and the balance principles are adopted in force form by Adopted balance principles of the continuum model: force and couple-free torque balance on every admissible region. From them Existence, uniqueness and symmetry of the stress matrix from the adopted balance principles derives the existence, uniqueness, reversed-normal identity and symmetry of the stress matrix by Cauchy's tetrahedron and the couple-free torque balance, and The momentum equation of the continuum model: local form rho D_t u = rho b + div sigma localizes the balances into the model's momentum equation . Two constitutive branches are then carried through complete deductions: the small-strain isotropic linear elastic branch with its separately adopted reference-coordinate linear momentum balance (Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy, The displacement equation of the linear elastic branch: rho_0 partial_t^2 xi = rho_0 b + mu_s Laplacian xi + (lambda + mu_s) grad div xi, Plane elastic waves in the adopted model: the dispersion condition and the longitudinal and transverse speeds) with the displacement equation and its longitudinal and transverse speeds, and the fluid branch (Adopted fluid constitutive branches: incompressible Newtonian, barotropic inviscid, and the periodic-cell idealization) with the chain limit The continuum string model as the proved limit of the mass-spring chain, with explicit convergence and dispersion error and the string solutions The string model: d'Alembert solutions, fixed-end modes and uniqueness for the adopted one-dimensional continuum on the one-dimensional side and the local periodic evolution theorem Local existence, uniqueness and pressure reconstruction for the incompressible fluid model on the periodic cell on the three-dimensional side, using separately adopted incompressible inviscid or Newtonian stress, explicit length/velocity/time scales and conversion of its unit-torus lifespan to physical time. Boundary data, regularity limits and open scopes of the continuum page, and the model-versus-nature reading closes the page by recording the ideal boundary data, the actual regularity limits of the classical identities, the separately adopted exclusion of material interfaces and the theorem-specific boundary domains, the constitutive validity regimes, the deliberately open specialist scopes and the model-versus-nature status of every result.
3 · Logical flowchart
4 · Definitions, postulates, theorems and proofs
Continuum body data, the fixed inertial frame and the dimensions of the fields
The kinematic and dimensional framework of the continuum branch: one fixed inertial frame, a reference material region with a reference chart domain, a time window, and the dimensions of the density, velocity, acceleration, body-force, traction, stress, displacement, elastic, viscous, pressure and wave-speed fields. The definition fixes conventions only; it asserts no motion, no balance law, no constitutive relation and no measured value.
Definition
(a) Framework and frame. The framework is the non-relativistic classical mechanics of Adopted Newtonian spacetime structure: absolute time, Euclidean spatial slices and their smooth structure with the inertial frames, stationary observers and allowed changes of frame of Inertial frames, stationary observers and the adopted Galilean transformations between frames; the particle worldline conventions of Particle labels, worldlines, the frame-time parameter condition and fixed inertial masses are used for the labeled points of a body, and dimensions and reference units (metre, second, kilogram) are read by Dimensions and SI unit conventions of the non-relativistic classical mechanics framework. Throughout this page one inertial frame with adapted coordinates of the affine time space Affine time space with Euclidean simultaneous slices and adapted charts is fixed, and each simultaneous spatial slice is identified with carrying its standard Euclidean structure. The time coordinate is the model's time in seconds, , and the spatial components are positions in metres, . All fields below are read in this one frame.
(b) Body data. A continuum body data set in is a triple consisting of
- a material region : a nonempty, bounded, open set (Material regions, densities and their mass);
- an open set with , the reference chart domain;
- a nonempty open interval , the time window (Intervals of : the nine order-convex forms, nondegeneracy, and length).
The points are the material labels of the body and is its reference placement. The reference placement is bookkeeping for the labels and not an observable: it is used only to name the points of the body, and the full-motion branch concerns spatial fields on the current regions; the linear elastic branch instead uses reference fields. The reference chart's Euclidean structure fixes the derivatives of these reference fields. It does not assign an intrinsic mass or force to a label.
(c) Field slots and dimensions. These slots are conditional data, not assertions of physical existence. Whenever a motion is specified, use exactly Continuum motions, spatial velocity, material acceleration and swept regions: a map , with each injective and invertible, and on . Put and , the open spacetime domain of that supplier. Spatial fields below are defined on or on a stated open subdomain containing the current events of interest; additional regularity is specified wherever needed. The dimensions use Dimensions and SI unit conventions of the non-relativistic classical mechanics framework.
- Density is a scalar map of class , read as mass per unit spatial volume, .
- Spatial velocity is the map defined by , . For any scalar or vector field on this domain define , componentwise for vectors, as in Euclidean spatial calculus: gradient, divergence and material derivative. Material acceleration is the continuous map , .
- Body force per unit mass is a continuous map , ; its force per unit volume is , of dimension .
- With , traction is a map , read as force per unit area acting on the side opposite to the direction . A stress matrix is a matrix field representing it by when such a field exists; existence and regularity are separate hypotheses. Here (SI ).
- Displacement relative to the stationary reference placement is , , ; its linear strain is the symmetric matrix field , of dimension . A linearized branch may instead prescribe a displacement field with these same domain and strain conventions; identifying it with an exact motion requires the motion hypotheses above.
- Elastic moduli are real scalar model parameters; pressure is a scalar field of class , read as the coefficient in the isotropic stress . Their dimension is . Dynamic viscosity is a real scalar model parameter of dimension (SI ). Signs and constitutive uses of these parameters are specified by each branch.
- Wave speed is a scalar parameter of a specified wave model, ; its construction from that model's parameters is stated in the relevant branch, rather than inferred from dimensions.
(d) Frame and reference-label conventions. Write a Galilean change as with the conventions of Galilean transformation of worldlines: velocity and acceleration laws, frame-independence of zero coordinate acceleration, and the group of frame changes. At corresponding events, a scalar field (for example, density or pressure ) transforms by . Spatial vectors such as acceleration and force per unit mass transform by , , while velocity has the boost term . Normals transform by , traction by and stress by . Rotations preserve spatial volume and area. Spatial differentiation is at fixed frame time; these rules give , and at corresponding events. In particular, , so traction representation is preserved.
Here the local mass and momentum equations mean precisely with of class on a common open subdomain of and continuous there, as in Local mass balance: conservation on every material subregion implies and Local momentum balance: from the integral balance on admissible material subregions. These are equation templates, not adopted laws in this definition. The chain rule applied to gives and (in the latter identity the sum over spatial indices uses ). Thus the mass residual is unchanged and the momentum residual is multiplied by ; each equation holds exactly when its transformed equation holds.
For the integral forms, use the exact setting of those two suppliers, including : has compact closure in , the common open field domain contains its swept closure, and is nonempty bounded open with . Write for the moving region, and put The volume integrals are Lebesgue integrals, componentwise for vectors; the force expression is used only when is a bounded domain, with outward unit normal and the surface integral of Local momentum balance: from the integral balance on admissible material subregions. The equations are and , on the respective admissible regions and times of the suppliers. At the corresponding region is . Volume and surface measure preservation and give , and , where primes here label the transformed quantities. Consequently : the integral momentum equation retains its form together with mass conservation. No covariance of momentum alone without the mass premise is asserted.
For a reference-label chart choose a fixed reference time and set . This is a time-independent relabeling, with the images of , and A material scalar transforms by composition with the inverse label/time map; a material vector by that composition followed by . In the linear elastic branch the stress-free comparison placement in transforms to the uniformly translating comparison placement in . Define displacement as the difference from this same comparison placement, so Time derivatives here are at fixed labels. Consequently , while the label's coordinate velocity in the boosted description is . In the stationary comparison frame its coordinate velocity is ; for a finite motion the spatial velocity is related by . Constant isotropic elastic moduli and viscosity are scalars. Precisely, the isotropic strain-stress law of The small-strain isotropic linear elastic constitutive law and its strain energy, applied at each time to a reference displacement, is with constant and . Since and , its rotated stress is . Thus it retains its form. These are conditional coordinate-reading rules, not a finite-strain approximation theorem or a new constitutive assumption.
Remarks
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No dynamical content. Nothing above asserts that any body moves, that any mass, force or stress exists, or that any field of the list occurs in a model. The list fixes names, slots and dimensions for the postulates and theorems that follow, and the dimension computations are consistency conventions in the sense of Dimensions and SI unit conventions of the non-relativistic classical mechanics framework, not physical laws.
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Reference versus current placement. The choice of and is bookkeeping for the labels. The full-motion and reference-field branches use their respective domains above. Clause (d) specifies the affine relabeling convention and the conditional transformation calculations; it does not identify a reference strain with a finite-strain observable.
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Model quantities versus measured quantities. The fields introduced here are model quantities read in a frame. A measured mass, density or force is related to them only through an explicit measurement model and is not asserted by this definition; no empirical value is recorded on this page.
Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance
Adoption of the kinematic branch of the continuum framework: every model is carried by body data in a fixed inertial frame; the body's motion is a C^2 family of orientation-preserving injective configurations whose labels follow worldlines and whose velocity field carries the model's spatial velocity and material acceleration; the continuum hypothesis, the smoothness idealization and the frame-covariance requirement are stated. The postulate excludes fracture, interpenetration, phase boundaries, shocks, diffusion, chemical reactions and thermal or electromagnetic coupling, and asserts no dynamics, no constitutive relation and no measured value.
Postulate
Adopt as physical assumptions of the continuum branch the following statements, in the framework, frame and body data of Continuum body data, the fixed inertial frame and the dimensions of the fields.
(i) Model data. A model of the branch is carried by a continuum body data set of Continuum body data, the fixed inertial frame and the dimensions of the fields in the fixed inertial frame : a material region , a reference chart domain with , and a time window . The labels are the material points of the body.
(ii) Motion. A motion of the model is a map
which is a motion of the material region on in the sense of Continuum motions, spatial velocity, material acceleration and swept regions: is of class ; for every the map is of class , injective and has invertible total derivative at every point of ; and the Jacobian satisfies on . The current region is , and the model's spatial velocity field and material acceleration are those of Continuum motions, spatial velocity, material acceleration and swept regions and Euclidean spatial calculus: gradient, divergence and material derivative.
(iii) Worldlines of labels. For every label the curve , , is a worldline of the model in the sense of clauses (i)-(iv) of Particle labels, worldlines, the frame-time parameter condition and fixed inertial masses: it is of class in the adapted coordinates of , its parameter is the frame time (), its description in another inertial frame is the reparametrized curve induced by the frame change, and its coordinate velocity and acceleration are read by Coordinate velocity and acceleration of a worldline in an inertial frame, and the spatial velocity and acceleration vectors. The motion is thus a family of worldlines, one for each label, and the spatial velocity field satisfies ; no mass is attached to a label, mass entering only through a density field.
(iv) Continuum idealization. The body is described as a continuum: every label is a point and the fields are defined at every point of the current regions. The following are excluded by this postulate, and no statement of this page covers them: fracture, cutting or interpenetration (injectivity and ); shocks, phase boundaries and material interfaces inside the motion (the motion is with everywhere on ); diffusion or exchange of material between labels; chemical reactions, phase change and mass sources; electromagnetic, thermal and radiative couplings; and microscopic or molecular structure. The smoothness classes of the fields are stated in each later item; wherever a weaker regularity is required it is stated there, and the classical transport and balance identities of this page are used only under their own hypotheses.
(v) Frame covariance. A model is frame-covariant when, for every change of inertial frame given by the Galilean transformation of Galilean transformation of worldlines: velocity and acceleration laws, frame-independence of zero coordinate acceleration, and the group of frame changes, the description of the same motion in is the Galilean transform of the description in , and the model's balance and constitutive laws have the same form when written in with the correspondingly transformed fields (velocities transformed by the boost, accelerations rotated as there stated). The branch requires frame covariance of every model; for each law adopted below, the covariance check is carried out or the law is stated only in the fixed frame.
(vi) Status. These are adopted assumptions of the model. They are not derived from mechanics and they assert nothing about any particular material. The continuum idealization is used in practice when the fields vary on spatial scales large compared with the microscopic spacing of the material and the material admits a representative volume element; those microscopic conditions are not formalized here and no quantitative threshold is asserted. Empirical adequacy of the idealization for a given material is a matter of comparison with observations and is not established by this postulate.
The density field of the continuum model and the mass of a material subregion
The density field of a continuum model, its dimensions (mass per unit volume), and the model's mass of a material subregion at a given time, computed as the Lebesgue integral of the density over the current image of the subregion. The definition distinguishes the model field and its integral from any measured mass; it asserts no conservation, no positivity law of nature and no empirical value.
Definition
Fix body data and a motion of the model on in the sense of Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance; write for the current regions and, for an open interval with , let be the swept region (Continuum motions, spatial velocity, material acceleration and swept regions).
A density field of the model is a function
on an open set containing the full swept set (and hence for every compactly contained ), whose physical reading is mass per unit volume: its dimension is (Dimensions and SI unit conventions of the non-relativistic classical mechanics framework, Continuum body data, the fixed inertial frame and the dimensions of the fields). The standing regularity of the balance items of this page is that is of class on ( Euclidean maps and diffeomorphisms); where a weaker regularity is used it is stated in the item that uses it. Strict positivity and regularity are part of the field class of this branch; the mathematical material-region notion that underlies it admits any nonnegative integrable density (Material regions, densities and their mass) and is used here only to define the mass integral.
A material subregion at the level of labels is a nonempty bounded open with (Material regions, densities and their mass); the same is a motion of . For the Lebesgue mass construction assume (The Axiom of Countable Choice ()), as in the density/mass part of Material regions, densities and their mass; the positive field slot and the open-region predicate themselves require no choice axiom. For the model mass of at time is the Lebesgue integral
(Integral over a measurable subset). Its dimension is and it is a number computed from the model fields; whether it equals a measured mass is not asserted here, and a comparison with an observed mass requires an explicit measurement model, calibration and uncertainty statements that are not part of this definition.
Remarks
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No conservation is asserted. The definition attaches a number to the model at each time. That this number is constant in for every material subregion is the separate mass-balance assumption of this page, adopted as a postulate and not a consequence of the definitions.
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Measured density is not the model field. A measured density is the result of a procedure (massing a sample of finite size, imaging, or inferring from scattering) with its own resolution, calibration and uncertainty. A model density field is defined at every point of the current region; identifying the two requires a measurement model and sampling assumptions, and the identification is only as good as those assumptions. No measured value is recorded by this definition.
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The velocity field used in the mass integral is the motion's. The mass integral and all later rates of change refer to the current regions of the one motion ; the definition does not introduce a second, independently chosen region or velocity.
Adopted mass balance: the mass of every material subregion is constant in time
Adoption of mass conservation for a closed continuum model: for every material subregion and every time in the window, the model mass integral over the current image of the subregion is constant. The postulate excludes open systems, diffusion or exchange of material between labels, chemical reactions, phase change and mass sources; it asserts no empirical law and no measured value, and the local continuity equation is a theorem conditional on it.
Postulate
Assume (The Axiom of Countable Choice ()) for the general Lebesgue mass integrals of The density field of the continuum model and the mass of a material subregion; this qualifies the mathematical mass construction, not the choice-free kinematics.
Adopt the following assumption for every model of the continuum kinematic branch of Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance with density field of The density field of the continuum model and the mass of a material subregion.
(i) Mass balance. Let be a motion of the model on the time window , let be an open interval with , and let be a material subregion (nonempty bounded open with ). Then the model mass of ,
is constant in :
The assumption is imposed for every material subregion and every time in the window; the family of subregions is not restricted to a selected finite list.
(ii) Reading and exclusions. The assumption says that a label carries its matter permanently: the material of the body is a closed mechanical system during the motion. It is not adopted, and no statement of this page covers: open systems in which material is added to or removed from the body; diffusion, mixing or relative transport of distinct constituents between labels; chemical reactions, phase change or mass exchange between constituents; mass sources or sinks distributed in the body; and relativistic mass-energy conversion. In such situations the balance above can fail and a different balance with source terms is required.
(iii) Empirical status. The assumption is the classical conservation of mass, adopted here as model structure. Comparisons of predictions with observed masses of prepared closed systems can support it under stated apparatus and calibration assumptions; such comparisons are evidence about the combined model and apparatus, not a deductive proof of the principle, and no measurement is asserted or used by this postulate.
(iv) Status of the consequences. The local continuity equation derived on this page is a conditional theorem: it follows from (CM) together with the declared regularity of the fields and the transport identity of the kinematic branch. If (CM) is replaced by a balance with sources, the local equation acquires the corresponding source terms and none of the present deductions applies unchanged.
The transport identity and the material derivative along label worldlines for the adopted continuum model
Conditional on the adopted continuum kinematic model (smooth motion with positive Jacobian) and on the Axiom of Countable Choice used by the cited change-of-variables theorem: for a C^1 spatial field on a neighbourhood of the swept region of a body over a compactly contained time interval, the rate of change of the field's integral over the current image of the body equals the integral of the local time derivative plus the flux term div(fu); and along the worldline of a label the ordinary time derivative of the material field equals the material derivative D_tf = partial_t f + grad f . u. The theorem asserts no balance law and no empirical value.
Statement
Assume the Axiom of Countable Choice (The Axiom of Countable Choice ()), as used by the transport theorem cited below. Let be body data of Continuum body data, the fixed inertial frame and the dimensions of the fields, let be a motion of the model on with spatial velocity and material acceleration (Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance, Continuum motions, spatial velocity, material acceleration and swept regions). Let be an open interval with , put , and let be of class on an open set containing ( Euclidean maps and diffeomorphisms). Then:
(i) Transport identity. The function is defined and differentiable on , and for every
The identity holds componentwise for a vector field .
(ii) Material derivative along worldlines. If is the spatial description of a material field , then for every the function is differentiable on and
with and the gradient of Euclidean spatial calculus: gradient, divergence and material derivative. Writing , the integrand of (i) is at the corresponding current point.
The statement is conditional on the kinematic model and on the compact containment ; it asserts no conservation law, no equation of motion and no empirical value.
Facts & Assumptions
Given: ; body data ; the motion with spatial velocity ; the interval ; the field on a neighbourhood of the swept region.
The kinematic model and the motion (Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance, Continuum motions, spatial velocity, material acceleration and swept regions): is a motion of the material region on in the sense of that definition, so each is an injective map with invertible derivative and the Jacobian is positive on ; the spatial velocity satisfies and is on its open domain.
Transport theorem (The transport theorem for a family of diffeomorphisms: ): under , for the motion , the compactly contained interval and a function on a neighbourhood of the swept region, is differentiable on with derivative , and the same formula holds componentwise for vector fields.
Spatial calculus (Euclidean spatial calculus: gradient, divergence and material derivative): for the scalar and the field , and the material derivative is defined by .
Chain rule and algebra of derivatives (The chain rule for total derivatives: , Sums, scalar multiples, products and quotients: , , , and when ): composing the curve with the field gives a differentiable function of with the stated derivative, and the product rule gives the displayed splitting of .
The Axiom of Countable Choice (The Axiom of Countable Choice ()): the explicit choice assumption under which [F2] is stated.
Proof
Part (i): by [F1] the map is a motion of the material region on in the sense of Continuum motions, spatial velocity, material acceleration and swept regions, and by hypothesis is on a neighbourhood of the swept region with . Under the declared axiom [F5], the transport theorem [F2] therefore applies and gives for every , with the vector case following componentwise.
Part (ii), derivative along a label: fix . By [F1] the curve is of class on and is on a neighbourhood of the swept region, so the composition is differentiable on with, by the chain rule [F4], .
Since by [F1], the right-hand side of step 1.2 is evaluated at , which is by the definition in [F3]. This is the identity of part (ii).
Integrand splitting: by [F3], , so the transport integrand of part (i) is the material derivative plus the volumetric term; combining with steps 1.1, 1.2 and 2.1 gives both displays of the statement, and no conservation or dynamical conclusion is drawn.
Remarks
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Hypotheses are used exactly. Positive Jacobian and regularity of the motion are used to instantiate the transport theorem and the chain rule; at each time in , a compact inner time cylinder supplies the bounded parameter derivative used by the cited theorem; the whole need not be bounded. Fields that are merely integrable, motions that fail injectivity somewhere, and time intervals whose closure meets the boundary of are outside this statement.
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Reading of the two terms. At a fixed spatial point is the local rate of change of the field; is the transport of the field by the material velocity. Both have dimension (Dimensions and SI unit conventions of the non-relativistic classical mechanics framework), so the display is dimensionally consistent, and the singular term records the change of volume of a material element along the motion.
The continuity equation of the continuum model: local form of mass balance, the material form, and the incompressibility reading
Conditional on the adopted mass-balance postulate, the smooth kinematic model and the Axiom of Countable Choice used by the transport machinery: conservation of the model mass of every material subregion is equivalent to the partial differential equation partial_t rho + div(rho u) = 0 on the current regions; equivalently the material derivative satisfies D_t rho = -rho div u, the product rho times the Jacobian is constant along each label worldline, the relative volume rate is div u, and the incompressibility condition div u = 0 is equivalent to the density being constant along each worldline in this branch. The theorem is a conditional model deduction and asserts no empirical value.
Statement
Assume the Axiom of Countable Choice (The Axiom of Countable Choice ()). Let be body data (Continuum body data, the fixed inertial frame and the dimensions of the fields), let be a motion of the model with spatial velocity (Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance, Continuum motions, spatial velocity, material acceleration and swept regions), let be an open interval with , let be the swept region over , and let be a density field of class on an open set containing (The density field of the continuum model and the mass of a material subregion, Euclidean maps and diffeomorphisms). Assume the mass-balance postulate (CM) of Adopted mass balance: the mass of every material subregion is constant in time for every material subregion and every . Then:
(i) Local form. For every ,
Conversely, if (C) holds on an open neighbourhood of , then (CM) holds for every material subregion and every .
(ii) Material form. On the material derivative of the density satisfies
and writing along the motion, the product is constant in for every label .
(iii) Volume rate. For every and one has : the relative rate of change of an infinitesimal material volume is , and the identity of (ii) is the statement that density times volume is conserved along a label. In particular on the swept region if and only if is constant along every label worldline ().
The statement is a conditional deduction from the adopted mass balance and the kinematic model; it asserts no equation of motion, no constitutive relation and no empirical value.
Facts & Assumptions
Given: ; body data and the motion with spatial velocity ; the interval ; the positive density field ; the mass-balance assumption (CM).
Mass balance (Adopted mass balance: the mass of every material subregion is constant in time): for every material subregion and every , .
Local mass balance (Local mass balance: conservation on every material subregion implies ): under the stated hypotheses, (CM) for every material subregion and every implies on the current interior; conversely, that equation on a neighbourhood of the swept region implies (CM).
Transport and material derivative (The transport identity and the material derivative along label worldlines for the adopted continuum model): for every label , for spatial fields , under the same axiom and kinematic hypotheses.
Determinant derivative (The derivative of the determinant along an invertible C¹ matrix curve: , The chain rule for total derivatives: ): for the matrix curve with invertible values one has , and ; hence by the definition of divergence in Euclidean spatial calculus: gradient, divergence and material derivative.
Algebra of derivatives (Sums, scalar multiples, products and quotients: , , , and when , Euclidean spatial calculus: gradient, divergence and material derivative): and .
Proof
Part (i), forward: by [F1] the integral conservation (CM) holds for every material subregion and every . The hypotheses of [F2] are those of the statement (positive density, motion, compactly contained interval, equation domain), so [F2] gives at every point of .
Part (i), converse: if (C) holds on an open neighbourhood of , then [F2] applied in its converse direction gives (CM) for every material subregion and every .
Part (ii), first identity: by [F5], , so (C) reads , that is , which is .
Part (iii): fix . By [F4], on , and by [F3] the along-label derivative of the spatial field is . Therefore on , so the product is constant in .
Part (iii), final clause: if on the swept region, then there by step 2.1, and by [F3] for every label, so is constant along every worldline. Conversely, if is constant along every worldline then on the current regions by [F3], and step 2.1 together with gives there. This proves the equivalence and completes the item.
Remarks
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Reading of the equation. The partial differential equation (C) is a balance of the model density with the mass flux ; the material form says that density decreases along a label exactly when the material element dilates. The identity along a label is the precise sense in which mass is conserved in the model, and it is the form used by the wave and fluid items below.
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Conditionality. The equation is a theorem about the adopted model: it holds because the model is assumed to balance mass, and it fails if the mass-balance assumption is replaced by a balance with sources. No claim is made that any material's density satisfies it beyond the modelling regime of Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance.
Traction fields and stress matrices of the continuum model, with units and sign conventions
The model's contact-force quantity: a traction field assigning to each point and unit normal the force per unit area exerted across a surface, its dimensions, and the stress matrix representing it when one exists; the sign convention identifying compressive normal traction with negative scalar stress, the component reading, and the distinction from body-force densities. Existence of a representing stress matrix, its continuity and its symmetry are not asserted here; they are conditional conclusions of the balance items of this page. No measured force is asserted.
Definition
Fix body data and a motion of the model with current regions and . Let be open and contain the swept closure , where is an open interval with compact closure in (Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance, Continuum motions, spatial velocity, material acceleration and swept regions). Use on the restriction of the positive density slot of Continuum body data, the fixed inertial frame and the dimensions of the fields, and denote that restriction again by . Let be the unit sphere.
A traction field of the model is a map
read with the convention of Traction fields and stress matrices representing them: is the force per unit area exerted by the material on the side towards which points upon the material on the other side, at the point of a surface whose unit normal is , at time . Its dimension is that of force per area, , read in (Dimensions and SI unit conventions of the non-relativistic classical mechanics framework).
A field of matrices represents the traction field when
the product being matrix-vector multiplication. The existence of such a for a given traction field is not asserted here: it is a conditional conclusion of the balance items of this page. When it exists, is the stress matrix of the model at that event, and its entries read : the -th component of the traction across the surface with normal .
The isotropic matrix with represents the normal traction : under the convention above, positive is a compressive normal traction and is called the pressure in this sign convention. Within this isotropic family, gives the zero stress matrix, a pressure-free unstressed state. The body force per unit mass is a separate object: a continuous field with the dimension of acceleration, . The body-force density per unit volume is , of dimension . A traction field need not satisfy and its representing matrix, when one exists, need not be symmetric; both properties are separate conditional conclusions.
Remarks
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Cauchy's hypothesis is a modelling assumption. The definition lets the traction depend on the surface only through its unit normal at the point. Contact interactions that depend on the curvature of the surface, on a surface couple distribution, or on a thin boundary layer would require a richer object; the counterexample item of the companion page shows that the global symmetry alone, without a balance law, does not even force the existence of a representing matrix.
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Units and interpretation. The values of and are model quantities in the fixed frame of Continuum body data, the fixed inertial frame and the dimensions of the fields. A measured force per area is related to them only through a measurement model and is not asserted by this definition; no measured stress is recorded on this page.
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Sign convention. The convention is the one of Traction fields and stress matrices representing them: acts on the material on the side opposite to that towards which points. With this convention a fluid whose total stress is assumed to lie in the isotropic family defined above has , so positive gives compression in the direction . Positive pressure alone does not impose this isotropic stress assumption.
Adopted force model of the continuum branch: continuous body forces and Cauchy contact tractions
Adoption of the force description of the continuum branch: a continuous body-force field per unit mass on the swept region and a continuous traction field, force per unit area, depending on a contact surface only through its unit normal at the point (Cauchy's hypothesis). The postulate excludes couple stresses, nonlocal contact interactions, curvature-dependent contact forces, and electromagnetic, thermal or chemical forces; it asserts no balance law, no constitutive relation and no measured value.
Postulate
Adopt for every model of the continuum kinematic branch (Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance) the following description of the forces acting on the body, read in the fixed inertial frame and with the dimensions of Continuum body data, the fixed inertial frame and the dimensions of the fields.
Assume (The Axiom of Countable Choice ()) for the Lebesgue volume and surface integrals below. Let be the positive density of The density field of the continuum model and the mass of a material subregion. Use a common open field domain containing the full swept closure . At time , write and . An admissible region at time is a nonempty bounded open with and a specified finite piecewise boundary presentation in Specified finite piecewise C1 boundary presentations. Its faces carry the outward unit normal off the surface-null edge set. Boundary integration means the finite sum of the face integrals of Surface integration on compact C1 hypersurfaces, componentwise for vectors; volume integration uses the Lebesgue integral over (Integral over a measurable subset), with signed integrals defined by positive and negative parts in Integrable real and complex functions, and their integrals. Compact closure, continuous fields and finite face areas make these integrals finite.
(i) Body forces. There is a continuous field on the common open field domain , the body force per unit mass, of dimension (Dimensions and SI unit conventions of the non-relativistic classical mechanics framework). The body force exerted on an admissible region at time is , of dimension (force).
(ii) Contact forces and Cauchy's hypothesis. There is a traction field of class , hence continuous, in the sense of Traction fields and stress matrices of the continuum model, with units and sign conventions, force per unit area, with dimension . The definition of a traction field already encodes Cauchy's hypothesis: the contact force exerted across a surface at a point depends on the surface only through the value of its unit normal at that point, so two surfaces through the same point with the same unit normal experience the same traction. The contact force exerted across the boundary of an admissible region at time is , with the outward unit normal and the finite face-sum integral defined above. No dependence of on the curvature of the surface, on higher derivatives of the surface, or on the distant shape of the body is introduced; no surface couples, no traction singularities and no contact forces on curves are introduced.
(iii) Exclusions. This force description is not adopted, and no statement of this page covers: couple stresses or distributions of surface couples; contact interactions that depend on the geometry of the surface beyond its tangent plane at the point (thin boundary layers, capillarity at contact lines, adhesion laws with curvature dependence); nonlocal contact interactions; electromagnetic, thermal, chemical and radiative forces; and body couples. A model with such features requires an extended force description and its own balance laws.
(iv) Status. These are adopted assumptions about how forces are represented in the model. No balance of forces is asserted by this postulate; the balance principles are the subject of the next postulate, and the existence of a representing stress matrix is a conditional conclusion of the theorem that applies Cauchy's tetrahedron argument to those balances. The fields and are model quantities; no measured force is asserted, and the frame-covariance requirement of the kinematic branch applies to them.
Adopted balance principles of the continuum model: force and couple-free torque balance on every admissible region
Adoption of the balance principles of the continuum branch in force form: on every admissible bounded piecewise C-one region inside the current region, the surface traction resultant balances minus the volume integral of the body force minus the inertial term rho a, and the corresponding torque about any fixed origin balances likewise with no body or surface couples. The postulate excludes couple stresses, electromagnetic momentum exchange, mass sources and non-inertial frames; it asserts no constitutive law, no existence of a stress matrix and no measured value.
Postulate
Assume (The Axiom of Countable Choice ()) for the Lebesgue volume and surface integration used in these general balances. The pointwise field and open-region predicates are unaffected.
Adopt for every model of the continuum branch, together with the force description of Adopted force model of the continuum branch: continuous body forces and Cauchy contact tractions and the fields of The density field of the continuum model and the mass of a material subregion and Traction fields and stress matrices of the continuum model, with units and sign conventions, the following balance principles.
(i) Setting. Let be an open set containing the swept region of the motion over its time window. The density , the spatial velocity and the material acceleration are continuous on (Euclidean spatial calculus: gradient, divergence and material derivative, Continuum motions, spatial velocity, material acceleration and swept regions), and and are the body-force and traction fields of Adopted force model of the continuum branch: continuous body forces and Cauchy contact tractions. For in the time window the current region is .
(ii) Admissible regions. An admissible region at time is a bounded piecewise Euclidean domain with a specified finite presentation with , whose closure lies in the open domain of the fields at time (Specified finite piecewise C1 boundary presentations), with outward unit normal off its edge set and boundary term the sum of the surface integrals over its faces (Surface integration on compact C1 hypersurfaces).
(iii) Balance of forces. For every time and every admissible region at time ,
Read as a momentum balance, (F) says that the resultant contact force on equals ; equivalently contact plus body force equals , i.e. the total applied force equals the mass times acceleration of the region, with the inertial term written as a volume force.
(iv) Balance of torques, with no couples. For every time , every admissible region at time , and every fixed origin ,
the cross product being that of (The cross product in ). The balance is imposed with the same volume force density as in (F); there are no body couples and no surface couples. Since the identity holds for every origin, the choice of is immaterial given (F).
(v) Exclusions and status. These principles are not adopted for: bodies with couple stresses or surface couples; systems exchanging momentum with electromagnetic or thermal fields (the momentum of those fields would have to be accounted for separately); bodies with mass sources; and descriptions in non-inertial frames (where additional inertial terms appear and are excluded by the choice of the fixed inertial frame of Continuum body data, the fixed inertial frame and the dimensions of the fields). The principles are adopted model assumptions, not derived here; comparisons of predicted motions with observations can support them under stated apparatus assumptions, and no measurement is asserted or used by this postulate. In particular, the existence of a representing stress matrix, its continuity and its symmetry are not assumed here; they are conditional conclusions of the theorem items of this page, whose arguments apply the balance principles exactly as stated.
Existence, uniqueness and symmetry of the stress matrix from the adopted balance principles
Conditional on the adopted force model and balance principles: on every bounded spatial region inside the current configuration the continuous traction field is represented by a unique continuous stress matrix, the reversed-normal identity t(-n) = -t(n) holds, and the couple-free torque balance forces the stress matrix to be symmetric. The result is a conditional deduction from the adopted balance principles and the cited mathematical Cauchy-tetrahedron and angular-balance theorems; it asserts no positivity, no constitutive relation and no measured stress.
Statement
Assume the Axiom of Countable Choice (The Axiom of Countable Choice ()), as used by the surface and divergence machinery of the cited theorems. Let the model and its fields be as in Adopted balance principles of the continuum model: force and couple-free torque balance on every admissible region: a motion with current regions , a continuous density field , spatial velocity and material acceleration , a continuous body-force field and a continuous traction field , with the balance principles (F) and (T) of that postulate holding for every admissible region at every time .
Then for every time and every bounded open set with contained in the open domain of the fields at time there is a unique continuous matrix field
such that
and necessarily
The stress matrix is continuous and unique per time; positivity of its isotropic part, a constitutive relation and any measured stress are not asserted.
Facts & Assumptions
Given: ; the model fields of Adopted balance principles of the continuum model: force and couple-free torque balance on every admissible region; the balance principles (F) and (T).
Field regularity and force description (Adopted balance principles of the continuum model: force and couple-free torque balance on every admissible region, Adopted force model of the continuum branch: continuous body forces and Cauchy contact tractions, The density field of the continuum model and the mass of a material subregion, Traction fields and stress matrices of the continuum model, with units and sign conventions, Euclidean spatial calculus: gradient, divergence and material derivative): , and are continuous and is continuous on the swept region domain; the traction field is of class , so each is ; and is force per unit area depending on the surface at only through .
Balance principles (Adopted balance principles of the continuum model: force and couple-free torque balance on every admissible region clauses (iii)-(iv)): for every admissible region at time , and the same with integrands crossed with for every fixed origin .
Cauchy tetrahedron (A continuous traction field balanced on every piecewise region is given by a continuous stress matrix, and ): if is open, is continuous, is continuous and bounded with , and for every bounded piecewise Euclidean domain with a specified finite presentation whose closure and pieces lie in (Specified finite piecewise C1 boundary presentations), then there is a unique continuous with , and .
Couple-free symmetry (Angular-momentum balance without couples forces the stress matrix to be symmetric): if in addition is , is continuous and for every bounded domain with (Bounded C1 domains and their outward normals) one has and , then for every .
Proof
Fix a time in the window and a bounded open with in the field domain. Define by ; by [F1] the fields are continuous, hence is continuous, and since is bounded with closure in the field domain, is bounded on . For every bounded piecewise domain with a specified finite presentation, closure in and pieces in , the region is an admissible region at time , so the force balance (F) of [F2] reads .
Existence, uniqueness and the reversed-normal identity: step 1.1 provides exactly the hypotheses of [F3] with and the continuous traction field ; hence there is a unique continuous with on , and holds there.
Symmetry: let be any bounded domain with . Then is admissible, and the force balance holds by steps 1.1 and 2.1; the torque balance (T) of [F2] with the same volume density reads . These are the two hypotheses of [F4] with , provided is of class on : by step 2.1 the columns of are , and by [F1] is of class for , so is of class . Applying [F4] gives for every .
Conclusion: steps 2.1 and 3.1 give the existence, uniqueness, reversed-normal identity and symmetry of the stress matrix on every bounded open with closure in the field domain at every time ; no positivity, constitutive relation, boundary condition or measured value is asserted.
Remarks
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Where symmetry comes from. Symmetry is a consequence of the couple-free torque balance with the same volume force density as the force balance, not of the definition of traction; a model with couple stresses has a non-symmetric stress matrix and is excluded by Adopted balance principles of the continuum model: force and couple-free torque balance on every admissible region. The constitutive items below produce symmetric matrices by construction, which is consistent with the present conclusion.
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Uniqueness is per admissible region. The matrix is unique on each because the columns are exactly ; different bounded regions give consistent restrictions because both represent the same traction field.
The momentum equation of the continuum model: local form rho D_t u = rho b + div sigma
Conditional on the adopted mass-balance and momentum-balance postulates and on the Axiom of Countable Choice used by the transport and divergence machinery: the force-form balance on every admissible region, together with the continuity equation and the transport identity, is equivalent to the local momentum equation rho D_t u = rho b + div sigma on the current regions, where sigma is the stress matrix produced by the balance principles. The result is a conditional model deduction; it asserts no existence of solutions, no constitutive relation and no measured value.
Statement
Assume the Axiom of Countable Choice (The Axiom of Countable Choice ()). Let the model of Adopted balance principles of the continuum model: force and couple-free torque balance on every admissible region be given with the mass-balance postulate of Adopted mass balance: the mass of every material subregion is constant in time: a motion with spatial velocity and material acceleration (Continuum motions, spatial velocity, material acceleration and swept regions, Euclidean spatial calculus: gradient, divergence and material derivative), a positive density field (The density field of the continuum model and the mass of a material subregion), continuous body forces and tractions (Adopted force model of the continuum branch: continuous body forces and Cauchy contact tractions), and the balance principles (F) and (T). Let have compact closure in the time window. For localization, use the material subregions whose current images are bounded domains with closure in the open field domain (Bounded C1 domains and their outward normals), with boundary surface integral as in Surface integration on compact C1 hypersurfaces; this class includes the inverse images of all sufficiently small current balls.
Let be the stress matrix of Existence, uniqueness and symmetry of the stress matrix from the adopted balance principles on the current regions (whose existence and symmetry follow from the same balance principles), and define the row divergence
Then for every ,
and for a symmetric the row divergence coincides with the column divergence, so (M) may be written . Conversely, with the same kinematics, positive density satisfying the continuity equation, and a symmetric stress representing the traction, (M) implies force balance (F) on every admissible region and integral momentum balance (L) on every admissible smooth material image. Thus these force and integral momentum formulations are equivalent to (M) under the stated regularity and continuity hypotheses. The statement is a conditional deduction from the adopted balances; it asserts no solution existence, no boundary condition, no constitutive relation and no empirical value.
Facts & Assumptions
Given: ; the model fields; the mass-balance postulate; the balance principles (F) and (T); the admissibility of smooth current-image test regions, including inverse images of sufficiently small current balls.
Stress matrix and symmetry (Existence, uniqueness and symmetry of the stress matrix from the adopted balance principles): on every bounded region inside the current configuration there is a unique continuous (indeed ) stress matrix with , and .
Continuity equation and transport (The continuity equation of the continuum model: local form of mass balance, the material form, and the incompressibility reading, The transport identity and the material derivative along label worldlines for the adopted continuum model): under the mass-balance postulate, , and for every material subregion the componentwise transport identity holds for the field ; together with the product rule this gives .
Local momentum balance (Local momentum balance: from the integral balance on admissible material subregions): if satisfies (K) on the current regions and if (L), for each and material subregion whose current image is a bounded domain with closure in the field domain, , then on with .
Balance in force form (Adopted balance principles of the continuum model: force and couple-free torque balance on every admissible region clause (iii)): for every admissible region at time , , with .
Algebra (Euclidean spatial calculus: gradient, divergence and material derivative, Sums, scalar multiples, products and quotients: , , , and when ): the product rule for the divergence and the componentwise computation of the row divergence; for a symmetric matrix the row and column divergences agree.
Piecewise- divergence theorem (Specified finite piecewise C1 boundary presentations, Divergence for finite piecewise C1 presentations): for a bounded domain with a specified finite piecewise- presentation and a vector field on a neighborhood of its closure, the integral of its divergence equals the outward flux over the presented faces. Applied to each row of a stress field, this gives with .
Proof
Fix a material subregion and . By hypothesis is an admissible region at time ; the force balance [F4] with reads . Replacing by [F1] and rearranging gives .
Conversely suppose (M) holds with the same continuous fields and a stress representing . At fixed time extend the stress to the field neighborhood by its columns , which are ; on the current region this agrees with [F1], and continuity carries the traction identity to the boundary of every admissible . By [F6], applied componentwise to these rows, . Integrating (M) therefore gives , precisely (F). On a smooth material image, [F2] identifies with the derivative of its momentum integral, giving (L) too. This proves the converse without assuming either balance in that direction.
The transport identity of [F2] applied componentwise to the field and the continuity equation give ; comparing with step 1.1 shows that the integral momentum balance (L) of [F3] holds for every material subregion and every .
The continuity equation (K) of [F3] holds by [F2] under the mass-balance postulate, and the admissible test class includes inverse images of all sufficiently small current balls, whose images are bounded domains with closure in the field domain; step 2.1 supplies (L) for every such admissible pair. Applying [F3] therefore gives for every , with the row divergence.
Reading: by [F1] the matrix is symmetric, so and the row divergence equals the column divergence; with the dimensions of Continuum body data, the fixed inertial frame and the dimensions of the fields, both sides of (M) have dimension (force per volume), so the equation is dimensionally consistent. No further conclusion is drawn.
Remarks
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Two equivalent forms. Steps 1.1-4.1 show that the force-form balance on material subregions, the continuity equation and the transport identity together are equivalent to the integral momentum balance (L); the local equation (M) is the localization of either form. In a model in which the mass balance carries source terms, the continuity equation changes and the equivalence with (M) is lost.
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What is not claimed. Equation (M) is an identity satisfied by any motion of the model; it neither asserts that motions exist for given data nor determines them without a constitutive law relating to the motion. The elastic and fluid items below supply such laws, and the local well-posedness theorem of this page uses them.
Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy
Adoption of the small-strain isotropic linear elastic constitutive branch: displacement field, linear strain, stress matrix lambda (tr e) I + 2 mu_s e with positive-definite moduli, and the elastic strain-energy density with its positivity. The postulate states the small-strain kinematic idealization, the constancy of the reference density and the validity limits (small strains relative to a stress-free reference state, isothermal, no plasticity, viscosity, damage or coupling); it adopts the linear balance in reference coordinates and asserts no measured modulus, boundary condition or approximation error bound.
Postulate
Adopt the following small-displacement elastic model on reference labels, with the body and unit conventions of Continuum body data, the fixed inertial frame and the dimensions of the fields.
(i) Reference-coordinate description. Let be a nonempty open time interval and an open reference region. Model data include of class , the displacement from a homogeneous stress-free reference placement. All spatial derivatives below are with respect to . Write and . The linear strain is , with (The small-strain isotropic linear elastic constitutive law and its strain energy). The constitutive relation is used as the first-order approximation about the reference state for small displacement gradients; no quantitative strain threshold is asserted.
If is additionally a positive-Jacobian diffeomorphism, it defines a finite motion; its spatial velocity obeys , not an equality at the same numerical spatial and reference arguments. This additional finite-motion interpretation is not required for the linear field equations below.
(ii) Constitutive law. The stress matrix of the branch is
with Lamé parameters satisfying the positivity hypotheses and (The small-strain isotropic linear elastic constitutive law and its strain energy). Both parameters are constant in space and time in this branch. Their dimension is that of stress, (Dimensions and SI unit conventions of the non-relativistic classical mechanics framework); in SI they are measured in .
(iii) Strain energy. The strain-energy density of the branch is , and under the positivity hypotheses of (ii) it satisfies with equality only for (The isotropic elastic strain energy is , hence positive definite under , ).
(iv) Reference density and adopted linear balance. Fix a constant reference density and a continuous reference body-force-per-mass field . Adopt the linear momentum balance
The velocity, acceleration and density used here are reference fields. Constant is not an assertion of constant current density. For a finite motion with conserved mass that density instead satisfies . The displayed linear balance is an adopted approximation model, not an exact change of variables in the finite-motion balances; no error bound for discarding higher-order terms is claimed.
(v) Validity, exclusions and status. The branch is not adopted for: finite strains where the displacement gradient is not small; anisotropic materials (the law has two moduli and an isotropic form); plastic, viscous, viscoelastic, damaged or fracturing response; temperature-dependent moduli or thermoelastic coupling; and materials with internal structure. The Lamé parameters are material parameters: whenever a numerical value of or is used in a deduction it enters as a measured empirical premise with its own conditions and uncertainty, and no value is asserted here. The constitutive law itself is adopted model structure, not a measured law and not a consequence of the balance principles.
The displacement equation of the linear elastic branch: rho_0 partial_t^2 xi = rho_0 b + mu_s Laplacian xi + (lambda + mu_s) grad div xi
Conditional on the adopted reference-coordinate balance and small-strain isotropic linear constitutive law: their stress divergence is exactly mu_s Laplacian xi plus (lambda+mu_s) grad div xi. This yields the displacement equation on the reference region; no exact finite-deformation identification, approximation error bound, measured modulus or solution existence is asserted.
Statement
Assume (The Axiom of Countable Choice ()) and the reference-coordinate branch of Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy on : is , is constant, is continuous, and are constant with and . Its stress is , .
Then the adopted reference momentum balance
is equivalent to the displacement equation
equivalently componentwise for , where and (Euclidean spatial calculus: gradient, divergence and material derivative). In particular, for equation (E) is linear with constant coefficients. The statement asserts no solution existence, no boundary conditions and no measured modulus.
Facts & Assumptions
Given: ; the reference-coordinate fields and adopted linear balance (M).
Reference balance (Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy clause (iv)): , with on .
Reference constitutive law (Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy clauses (i)-(iii), The small-strain isotropic linear elastic constitutive law and its strain energy): , , with the stated constant coefficients and .
Symmetry of mixed partials (Clairaut--Schwarz theorem for continuous second partial derivatives): for a function of class on an open set of , the second partial derivatives commute, .
Algebra of derivatives and matrix identities (Sums, scalar multiples, products and quotients: , , , and when , The trace as the sum of the diagonal entries, Rectangular matrix multiplication and the identity matrix , including zero-sized shapes, Euclidean spatial calculus: gradient, divergence and material derivative): , , and the product rule for the derivatives of the matrix-valued field .
Proof
By [F1], the adopted reference equation (M) reads with , with all derivatives taken in .
Compute the divergence of the stress: from of [F2], the product rule of [F4] gives . Since by [F4], the first term is . For the second, , where the interchange of and on uses the commuting mixed partials of [F3]. Hence .
Substituting step 1.2 into step 1.1 gives the componentwise form of (E), equivalently the vector identity ; the equivalence with (M) follows by substituting the same stress divergence in either direction, and for the displayed operator is linear with constant coefficients, while no solution, boundary condition or measured modulus is asserted.
Remarks
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Approximation status. The reference balance is adopted in Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy clause (iv). A rigorous passage from a finite-strain model with an error bound is a separate approximation problem.
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Divergence of a symmetric matrix. The row divergence used in (M) coincides with the column divergence because is symmetric by direct construction in this branch, so writing in (E) is unambiguous.
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Dimensions. With and , both sides of (E) have dimension (force per volume); the moduli carry (Continuum body data, the fixed inertial frame and the dimensions of the fields).
Plane elastic waves in the adopted model: the dispersion condition and the longitudinal and transverse speeds
Conditional on the small-strain isotropic linear elastic branch: a plane displacement field a cos(<k,x> - omega t) satisfies the model's displacement equation with zero body force on all of space-time if and only if its dispersion relation holds; only solutions of that equation have the stated longitudinal or transverse phase speeds, which are real and positive under the branch's positivity hypotheses. The theorem asserts no completeness of plane waves, no measured modulus and no empirical value.
Statement
Adopt the small-displacement isotropic linear elastic branch of Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy with reference density of dimension and Lamé parameters of dimension , satisfying and (Continuum body data, the fixed inertial frame and the dimensions of the fields). Let (E) be the displacement equation of The displacement equation of the linear elastic branch: rho_0 partial_t^2 xi = rho_0 b + mu_s Laplacian xi + (lambda + mu_s) grad div xi with body force . Let denote position of dimension and time of dimension . Let be a wave vector of dimension , a polarization amplitude of dimension , and an angular frequency of dimension . The phase is dimensionless. Define the plane displacement field
with the Euclidean inner product (The Euclidean inner product on ). Then satisfies (E) on all of if and only if
Moreover, if this plane wave satisfies (E) (equivalently, if (D) holds), then for : if is parallel to (longitudinal), then and its phase speed is , where ; if is orthogonal to (transverse), then and its phase speed is , where . Positivity follows from the branch hypotheses, and (Continuum body data, the fixed inertial frame and the dimensions of the fields, Dimensions and SI unit conventions of the non-relativistic classical mechanics framework). No assertion is made that every solution of (E) is a superposition of plane waves, and no measured modulus or speed is claimed.
Facts & Assumptions
Given: the linear elastic branch data ; the vectors and the frequency ; the plane wave .
Displacement equation (The displacement equation of the linear elastic branch: rho_0 partial_t^2 xi = rho_0 b + mu_s Laplacian xi + (lambda + mu_s) grad div xi): in the branch's description the momentum equation is ; with the right-hand side is the displayed operator applied to .
Plane-wave calculation (Exact plane-wave solutions of the isotropic linear elastic model, with longitudinal and transverse speeds, The small-strain isotropic linear elastic constitutive law and its strain energy): for the displayed field and stress, the identity on holds if and only if (D) holds.
Positivity hypotheses (Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy clause (ii)): the branch's moduli satisfy and .
Proof
The field is on and the branch's displacement equation (E) of [F1] with has right-hand side , which is exactly the divergence of the branch's stress as computed by [F1]; the cited plane-wave theorem [F2] therefore gives that (E) holds on all of if and only if (D) holds.
Polarization branches: suppose the plane wave satisfies (E), so (D) holds by step 1.1, and let . If , then with , and substituting into (D) gives ; dividing by and using gives , hence . If , the inner product term of (D) vanishes, so ; dividing by the nonzero vector gives , hence .
Positivity and dimensions: by [F3], gives , and gives , so both squared speeds are real and positive. By [F4], both squared speeds have dimension , hence . No completeness, boundary-value or empirical claim is made.
Remarks
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Exact solutions of the model's linear equation. The waves displayed are exact solutions of (E) with , not approximations, but they are special solutions: a general initial-value problem must be solved by other means, and the smooth fixed-end and chain items below supply existence results for particular geometries. Existence for general data in is not asserted on this page.
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Reading of the speeds. For a material with measured moduli the speeds and are model predictions; comparing them with measured sound speeds tests the model and its idealizations, and any such comparison uses the moduli as qualified empirical premises. No measured value is asserted here.
Adopted fluid constitutive branches: incompressible Newtonian, barotropic inviscid, and the periodic-cell idealization
Adoption of the fluid constitutive branches of the continuum framework: an incompressible Newtonian model with constant density, divergence-free velocity, pressure and positive dynamic viscosity; a barotropic inviscid model with a pressure law, conservative body force and enthalpy; and the periodic-cell idealization on the three-torus used by the local well-posedness theorem. The postulate excludes compressible viscosity with thermal coupling, non-Newtonian and turbulent-closure models, surface tension and multiphase flow, and asserts no measured viscosity, pressure law or boundary condition.
Postulate
Adopt the following constitutive branches for models of the continuum framework (Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance, Continuum body data, the fixed inertial frame and the dimensions of the fields), with the stress conventions of Traction fields and stress matrices of the continuum model, with units and sign conventions.
(a) Incompressible Newtonian fluid. Model data are a constant density , a dynamic viscosity (constant, dimension , in SI measured in , Dimensions and SI unit conventions of the non-relativistic classical mechanics framework) and a pressure field of class . The branch consists of the incompressibility constraint
on the current regions (Euclidean spatial calculus: gradient, divergence and material derivative) together with the Newtonian stress field
the second term being symmetric. By the continuity equation of the model (The continuity equation of the continuum model: local form of mass balance, the material form, and the incompressibility reading) the constraint is equivalent, in this branch, to the density being constant along every label worldline, so the constant-density reading is consistent with the adopted mass balance.
(a0) Constant-density incompressible inviscid fluid. Adopt separately the Euler branch: is constant, , pressure is a Lagrange multiplier enforcing this constraint, and . This is the same stress form as (a) with , adopted as model structure; it is not obtained by imposing a barotropic pressure law on a constant density. No positive-viscosity assumption is used in this branch.
(b) Barotropic inviscid fluid. Model data are a pressure law and a potential with the conservative body force . The branch's stress field is , where is the model density field of The density field of the continuum model and the mass of a material subregion. Its enthalpy function is defined by , with a fixed model reference density of the same dimension as . It is characterized by and has dimension , energy per unit mass; the spatial enthalpy field is (Incompressible Newtonian and barotropic inviscid fluid constitutive models, Continuum body data, the fixed inertial frame and the dimensions of the fields).
(c) Periodic-cell idealization and scale conventions. This clause applies only to the constant-density incompressible branches (a) and (a0), with constant and constant ; in (a0), set . It makes no incompressible reduction or pressure-gauge assertion for the variable-density barotropic branch (b). Assume (The Axiom of Countable Choice ()) for the normalized product measure and Fourier/Sobolev machinery of this clause; the pointwise stress laws of (a), (a0) and (b) do not use this premise. Fix a cell side length and velocity scale as model data with dimensions and , and let be the time scale. The physical spatial cell is , with physical volume ; it describes a spatially periodic ideal medium, not a material boundary or a measured wall law. Write and , using an optional fixed time origin. For physical velocity , pressure and density , define dimensionless fields and viscosity by The inviscid incompressible branch (a0) has and . The normalized unit-torus measure and norms of Periodic vector Sobolev spaces on the three-torus, the weight family, and the Leray projection apply to , not to an unscaled dimensionful velocity. In the absence of body force the physical equation scales exactly to A dimensionless lifespan is a physical lifespan , and . Pressure has zero spatial mean as the chosen gauge. The periodic geometry and the scales are adopted model data, not observed boundary behavior or measured parameters. A change of inertial frame carries the cell lattice to ; the unit-torus identification is made in the correspondingly rotated cell coordinates, rather than silently keeping a fixed lattice under an arbitrary rotation.
(d) Validity and exclusions. The branches are not adopted for: compressible viscous flow with temperature dependence or thermal coupling; non-Newtonian materials (shear-dependent or viscoelastic response); turbulent closures or averaged models (whose additional terms are not the fields of this branch); surface tension, capillarity and multiphase interfaces; and flows in which the continuum description itself fails at the scales of interest. Wall conditions such as the no-slip condition used later are additional ideal boundary data; they are adopted where stated, not derived, and their empirical validity has limits that are not formalized here.
(e) Status. The constitutive laws, the incompressibility constraint, the pressure law and the periodic-cell geometry are adopted model structure, not consequences of the balance principles. The viscosity , the pressure law and the potential are model parameters or model functions: whenever numerical values are used they enter as measured empirical premises with their conditions and uncertainty, and no measured value is asserted by this postulate.
Local existence, uniqueness and pressure reconstruction for the incompressible fluid model on the periodic cell
Conditional on the adopted incompressible Newtonian (or inviscid Euler) fluid branch and its periodic-cell idealization, and on the Axiom of Countable Choice used by the Fourier machinery: for smooth divergence-free periodic initial velocity data of finite H^s norm (integer s at least 4) there is a local time T depending only on that norm, and a smooth periodic velocity and a unique smooth mean-zero pressure satisfying the model's field equations exactly; the velocity is unique on the interval among smooth divergence-free solutions, depends continuously on initial data in H^{s-1}, and no all-time bound or global regularity conclusion is claimed. The theorem concerns the Eulerian field equations and does not construct the material label map; no measured viscosity or pressure is asserted.
Statement
Assume (The Axiom of Countable Choice ()). Adopt the constant-density incompressible Newtonian or inviscid branch and periodic-cell convention of Adopted fluid constitutive branches: incompressible Newtonian, barotropic inviscid, and the periodic-cell idealization clauses (a), (a0), (c), with , , and no body force. Fix the model scales , and put . Let be an integer and a smooth divergence-free field on the dimensionless unit torus, with . Set where is the constant used by Local smooth solutions of the periodic incompressible Euler and constant-viscosity equations on . Then:
(i) Reduction and physical-time conversion. Under , and the scaling of the postulate, the physical continuity and momentum equations with are equivalent to For smooth fields with zero-mean pressure, these are equivalent to and the pressure reconstruction below. A solution on is a physical solution on .
(ii) Existence and pressure. There is with , and (PE), and for every . There is a unique smooth dimensionless zero-mean pressure giving the primitive equations in (i). The physical fields are They satisfy the adopted field equations for both and the separately adopted Euler branch.
(iii) Uniqueness and dependence on data. Fix . For all smooth divergence-free data with both norms at most , the corresponding solutions exist on the common dimensionless interval , , with and . If then . On this bounded data set the solution map is continuous from the topology into , as in Uniqueness of smooth periodic solutions and continuous dependence in on the common local interval. The common physical interval is for the same fixed scales and material parameters.
(iv) Scope. The Sobolev norm and are dimensionless; physical time also depends on the chosen scales. The theorem concerns smooth Eulerian fields on the adopted periodic cell. It constructs no material label map, no nonperiodic or rough-data solution and no global-in-time bound; no measured parameter is used.
Facts & Assumptions
Given: Countable choice, the incompressible branch, fixed scales and material parameters, the dimensionless datum , and the stated lifespan.
The incompressible branch adopts constant , and the stated stress, for or separately ; the model equations are and continuity (Adopted fluid constitutive branches: incompressible Newtonian, barotropic inviscid, and the periodic-cell idealization, The momentum equation of the continuum model: local form rho D_t u = rho b + div sigma, The continuity equation of the continuum model: local form of mass balance, the material form, and the incompressibility reading, Euclidean spatial calculus: gradient, divergence and material derivative).
The Leray projection is self-adjoint, commutes with derivatives, fixes divergence-free fields and kills gradients. Every smooth vector field has the decomposition with zero-mean and for (Periodic vector Sobolev spaces on the three-torus, the weight family, and the Leray projection).
Smooth local existence for dimensionless has exactly the lifespan and all-order bounds stated in (ii) (Local smooth solutions of the periodic incompressible Euler and constant-viscosity equations on ). Bounded smooth data have the common interval and stability of clause (iii) (Uniqueness of smooth periodic solutions and continuous dependence in on the common local interval).
Fourier Sobolev embedding sends sufficiently high-order spaces into each space; hence all-order coefficient bounds yield smooth spatial representatives (Sobolev embedding on the torus: for , with continuous representatives).
Proof
In physical variables since . The change of variables in the postulate gives , and . Divide the momentum equation by to obtain the dimensionless equation of (i); continuity reduces to . Applying gives (PE) by [F2]. Every scaling factor is positive, so the physical and dimensionless reductions are reversible.
Conversely let smooth divergence-free solve (PE). Set and reconstruct the zero-mean potential in [F2], with . Then (PE) reads . Taking gives the primitive equation of (i) with the correct sign. Coefficientwise , with the same estimate for every time derivative since the fixed coefficient multiplier commutes with time differentiation. Smooth on the compact strip has uniform all-order norms and so do its time derivatives; [F4] then yields every mixed derivative of , continuous jointly in time and space. Thus is smooth. If two zero-mean pressures have the same gradient, all nonzero Fourier coefficients of their difference vanish and its zero coefficient vanishes too, so they coincide by [F2].
Apply [F3] to and the dimensionless viscosity , obtaining the smooth field and bounds of (ii). Step 1.2 gives its unique mean-zero pressure. Reversing step 1.1 yields the physical fields and stress, defined until physical time , with . Thus clause (ii) holds, including the independently adopted inviscid branch.
For data bounded by , [F3]'s stability supplier applies on to the two solutions with their respective initial data. It proves equality when and continuity in . Multiplication by and the fixed change of space and time variables give the stated physical reading on . These operations supply no further lifespan estimate, label motion or global conclusion, exactly as clause (iv) records.
Remarks
The positive scales and material coefficients are model data. A comparison with measurements would additionally require an apparatus model, measured inputs and uncertainties. The global status of other fluid problems is not settled by this local theorem; the dated scope discussion in Scope of the local periodic result: what is proved and what is not distinguishes announcements from proved implications for this exact unforced periodic model.
The continuum string model as the proved limit of the mass-spring chain, with explicit convergence and dispersion error
Conditional on the adopted mass-spring chain with the stated mass and stiffness scaling: for every smooth periodic solution of the one-dimensional wave equation with speed c = square root of tension over linear density, the chain with node mass density-times-spacing and spring constant tension-over-spacing reproduces the sampled continuum motion with explicit uniform O(a^{3/2}) nodal and interpolated displacement error, with an additional O(a^2) chord-interpolation term, and the chain's exact dispersion relation reduces to the continuum one with a second-order error in the spacing for fixed wave number. The theorem justifies the string model as an approximation of the discrete mechanical model in this regime; it asserts no claim that the string model is exact for any material, and no measured constant.
Statement
Let , let be a linear mass density and let be a tension scale, both in the units of Dimensions and SI unit conventions of the non-relativistic classical mechanics framework, and put , of dimension (Continuum body data, the fixed inertial frame and the dimensions of the fields). For an integer put and consider the cyclic spring chain of The cyclic spring chain, its discrete energy, and the finite-regularity periodic comparison class with parameter and spacing , equivalently the chain of nodes of mass and spring constant ; the two descriptions agree because . Let and let be the comparison interval. Let be in and in , -periodic in , and satisfy
with and . Smoothness on this closed interval means that is the restriction of a map on an open time neighborhood of with the indicated derivatives continuous up to the comparison interval, exactly as in Finite-time continuum limit of the cyclic spring chain: uniform nodal and uniform interpolation convergence. All suprema are over the comparison interval and all . A chain solution and its state are likewise restrictions from an open time interval containing ; this convention includes . Let be the chain solution with the sampled initial data , , put and . In the physical reading, is the transverse displacement of the one-dimensional string model: , , , , , and ; consequently and . In clause (iii), is a displacement amplitude, , and . Then:
(i) exists and is unique on , and for every
in the discrete norm of The cyclic spring chain, its discrete energy, and the finite-regularity periodic comparison class; consequently the nodal displacements converge to the sampled continuum motion uniformly on as with fixed.
(ii) With the piecewise-linear interpolation of the chain data on the circle of circumference ,
so the interpolated chain displacement converges uniformly to the continuum solution as .
(iii) For and cyclic wave numbers , the travelling ansatz solves the chain equation if and only if , and for these solutions with one has : the continuum dispersion relation is the long-wave limit with an explicit second-order error in the spacing for fixed wave number.
The result justifies the continuum string model with speed as the proved limit of the discrete mechanical chain in this regime; it asserts no exactness of the string model for any material and no measured constant.
Facts & Assumptions
Given: the data , the speed ; the spacing ; the smooth periodic solution of the wave equation; the sampled chain data, with closed-interval derivatives read from the stated open-neighborhood extensions.
Chain and comparison class (The cyclic spring chain, its discrete energy, and the finite-regularity periodic comparison class): the chain is with discrete norm and discrete differences; the comparison class is the , -periodic solutions of with sampled initial data.
Continuum limit (Finite-time continuum limit of the cyclic spring chain: uniform nodal and uniform interpolation convergence, The centered second difference differs from the second derivative by at most when ): under the stated hypotheses there is a unique solution on with , , and the interpolation bound , where .
Dispersion (Exact dispersion relation for the cyclic chain and its continuum error bound): for and , the travelling cosine ansatz solves the chain equation if and only if , and when this dispersion relation holds and the bound holds.
Scaling (Continuum body data, the fixed inertial frame and the dimensions of the fields, Dimensions and SI unit conventions of the non-relativistic classical mechanics framework): the node mass and spring constant give , so the mechanical chain has exactly the equation of [F1]; has the dimension of velocity.
Proof
Scaling: with and , the chain of nodes joined by springs of stiffness obeys by [F4] and the definition of ; this is exactly the cyclic spring chain of [F1].
Clause (iii): the chain data have , and , and the travelling ansatz has the stated and cyclic compatibility . Thus [F3] applies: the travelling cosines solve the cyclic chain equation if and only if . For such solutions the dispersion relation holds, so with the same supplier gives the displayed second-order error bound. This proves clause (iii) with every allowed cyclic mode retained.
Clauses (i) and (ii): the hypotheses of [F2] are the data of the statement (the specified open-neighborhood restriction, -periodic solution of the wave equation with finite , and sampled initial data), and step 1.1 identifies the mechanical chain with the chain of [F1]; applying [F2] gives the existence and uniqueness of and the four displayed bounds, hence the nodal and interpolation convergence.
Reading: the bounds of step 2.1 are uniform in and explicit in the smoothness data of , so the continuum string model with speed is the proved limit of the mechanical chain in the stated regime; the dispersion identity of step 1.2 shows the discrete model carries a correction absent from the continuum model. Nothing is asserted beyond the hypotheses: nonlinear springs, rough data and non-periodic boundary conditions are outside this theorem, and no measured value of or is used.
Remarks
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What the limit does and does not say. The theorem compares the chain to a solution of the continuum wave equation and quantifies the difference; it does not derive the wave equation from Newton's laws alone, because the mass and stiffness scaling , is part of the adopted correspondence between discrete and continuum data, and the smooth periodic comparison class selects the regime. The string model is an idealization of the discrete mechanical system, with the stated error.
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Exact solutions of the string model. The chain-limit comparison presupposes a smooth solution ; the companion theorem of this page supplies such solutions from data (d'Alembert formula, fixed-end modes and the sine-series solution), so the two items together give a complete conditional statement about the string model and its discrete counterpart.
The string model: d'Alembert solutions, fixed-end modes and uniqueness for the adopted one-dimensional continuum
Conditional on the adopted one-dimensional string model with tension and linear density (wave speed c = square root of tension over linear density, justified by the chain limit) and on the small transverse displacement idealization: the d'Alembert formula gives the unique C^2 solution of the Cauchy problem on the line for C^2 initial displacement and C^1 initial velocity, and for smooth odd periodic data the fixed-end sine-series solution exists, is unique among C^2 solutions and carries an explicit tail bound. The theorem asserts no measured tension or density, no nonlinear or bending corrections and no validity of the string model for any particular material.
Statement
Adopt the one-dimensional string model: a uniform string of length (fixed ends) or of infinite extent, with linear mass density and tension , whose small transverse displacement (where is a nonempty time interval and or ) satisfies
where , , , , and . The initial displacement data and have dimension , while the initial velocity data and have dimension . Thus , and . These are the dimensions of Continuum body data, the fixed inertial frame and the dimensions of the fields, Dimensions and SI unit conventions of the non-relativistic classical mechanics framework. The identification of with the chain limit is that of The continuum string model as the proved limit of the mass-spring chain, with explicit convergence and dispersion error. Then:
(i) Cauchy problem on the line. For and the function
is of class on ( Euclidean maps and diffeomorphisms), satisfies with and , and is the unique field on with those data.
(ii) Fixed ends. Let be odd and -periodic of class and let be odd and -periodic of class (Sine coefficients, sine series and the odd periodic extension) with finite , . Then the sine series of the smooth string theorem exists with absolutely and uniformly convergent termwise derivatives up to second order, satisfies , , , , is the unique solution on of that boundary-value problem, and for every satisfies the tail bound with on , where is the -th partial sum of the series.
(iii) Reading and scope. The initial functions or are the model's initial transverse displacement and velocity; the solutions are exact for the model and are not approximations within it. The model is the linear small-transverse-displacement idealization of the string: bending stiffness, longitudinal motion, external forcing and large-amplitude geometric nonlinearity are excluded, and no measured tension, density or displacement is asserted.
Facts & Assumptions
Given: the string data and speed ; the initial data or .
d'Alembert theorem (d'Alembert's formula solves the wave equation, is the unique solution, and the fixed-end sine modes solve it exactly): for the formula of part (i) is , solves the wave equation with the stated data, and is the unique solution on ; its part (c) exhibits the fixed-end modes and their finite sums.
Smooth fixed-end theorem (The classical fixed-end string: the sine series solves the wave equation with the given data, uniquely, with an explicit tail bound, Sine coefficients, sine series and the odd periodic extension): for odd -periodic data and odd -periodic data with finite , the sine series converges with its termwise derivatives up to second order, defines a solution satisfying the wave equation, the fixed-end conditions and the initial data, is unique among solutions, and admits the stated tail bound.
Chain limit and identification (The continuum string model as the proved limit of the mass-spring chain, with explicit convergence and dispersion error): the mass-spring chain with node mass and spring constant has the continuum limit governed by the wave equation with speed , with explicit nodal and interpolation error; the string model is the corresponding continuum idealization.
Proof
Clause (i): the data , and satisfy the hypotheses of [F1], whose parts (a) and (b) give that the displayed d'Alembert function is , solves with , , and is the unique such field.
Clause (ii): and satisfy the hypotheses of [F2] ( odd, -periodic, ; odd, -periodic, ; ), so [F2] gives the series solution, its uniform and termwise convergence, the boundary and initial conditions, uniqueness among solutions, and the displayed tail bound.
Clause (iii): by [F3] the speed in the model equation is the limit speed of the discrete mechanical chain with the stated mass and stiffness scaling, and the dimensions follow from (force) and under the rules of Dimensions and SI unit conventions of the non-relativistic classical mechanics framework; the excluded features (bending stiffness, forcing, nonlinearity) are exactly the ones not present in the linear model whose solutions are computed in steps 1.1 and 1.2.
Conclusion: steps 1.1 and 1.2 prove clauses (i) and (ii) as exact statements about the model, and step 2.1 records the reading, the dimensional consistency and the exclusions; no measured data and no nonlinear or bending correction are asserted.
Remarks
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Energy reading. For the fixed-end model the uniqueness argument of [F2] uses the conserved energy : a difference of two solutions with zero data has zero energy and therefore vanishes. Multiplication by the constant linear density gives the model's mechanical energy for the string under the linear idealization; it is not a measured quantity on this page.
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Fixed-end data and the odd extension. The fixed-end problem is treated through odd -periodic extensions of the data (Sine coefficients, sine series and the odd periodic extension); the and smoothness of the extensions is what makes the coefficient tails and the termwise differentiated series converge, and it is a genuine restriction on the initial data of the theorem. Rough or merely continuous data require a weak formulation, which this linear model does not supply.
Boundary data, regularity limits and open scopes of the continuum page, and the model-versus-nature reading
Scope audit of the continuum page: the ideal boundary data used by its boundary-value and evolution results (periodic cell, fixed ends, whole line, and the no-slip condition of the channel example), the actual pointwise applicability limits of the smoothness and positive-Jacobian hypotheses of the finite-motion transport and balance branch, its separately adopted exclusion of material interfaces and its theorem-specific boundary regularity, the separately adopted reference-coordinate linear elastic balance without a finite-motion requirement, the validity regimes of the constitutive branches and the separate one-dimensional string model, the open specialist scopes deliberately not claimed (general compressible entropy systems, rough walls and boundary layers, nonlinear constitutive PDEs, turbulence closure, all-time three-dimensional regularity), and the model-versus-nature status of every result on the page. The remark asserts no new physical claim, no measurement and no theorem.
Remarks
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Boundary data are idealizations, not derived. Boundary-value and evolution results use explicit ideal domains and boundary data: the periodic cell of Adopted fluid constitutive branches: incompressible Newtonian, barotropic inviscid, and the periodic-cell idealization clause (c) (fields on , with the mean of the pressure fixed), fixed ends for the string (The string model: d'Alembert solutions, fixed-end modes and uniqueness for the adopted one-dimensional continuum), the whole line for the d'Alembert problem, and the no-slip conditions used by the channel-flow example of the companion page. These conditions are adopted; they are not derived from the balance principles and are not claims about real boundaries. Rough walls, wall slip at small scales, boundary layers, free surfaces, contact lines and moving contact sets require boundary models outside this page and are not covered by any theorem here.
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Regularity limits and separate model exclusions. The finite-motion transport and balance theorems assume a motion with positive Jacobian and fields, and the local fluid theorem assumes smooth data. These classical identities apply only where their stated hypotheses hold; they do not apply pointwise across a jump discontinuity of a required field or where the motion loses its required regularity, injectivity or positive Jacobian. A material interface, a surface separating material portions, need not produce such a discontinuity: the motion and fields can extend smoothly across it. Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance clause (iv) separately excludes material interfaces from its adopted physical scope; this is a model restriction, not a consequence of smoothness. Boundary corners likewise need not violate field regularity: the body data require a bounded open region, while each boundary integral has its own domain hypotheses. In particular, Adopted balance principles of the continuum model: force and couple-free torque balance on every admissible region permits finite piecewise presentations with face integrals and surface-null edges; a corner alone does not require a weak formulation. For fields with jumps, these classical results supply no balance across the discontinuity. Weak and entropy solutions of the scalar conservation law separately defines a scalar weak balance tested against compactly supported functions and its entropy inequalities; the companion page exhibits shock and rarefaction solutions in that specified formulation. No general multidimensional shock theory, entropy existence theorem or interface kinematics is claimed by this page.
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Constitutive validity is restricted and stated. The linear elastic branch is a small-strain first-order idealization with two constant moduli (Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy); the Newtonian branch assumes a constant viscosity and an incompressible, isothermal description, and the separately adopted constant-density incompressible Euler branch sets the viscous stress to zero, while the inviscid barotropic branch assumes a pressure law and a conservative body force (Adopted fluid constitutive branches: incompressible Newtonian, barotropic inviscid, and the periodic-cell idealization). In every branch the parameters (; ; the pressure law) are model data: a numerical comparison uses measured values as qualified empirical premises with their conditions and uncertainty, and no such value is asserted on this page. Plastic, viscoelastic, anisotropic, temperature-coupled, non-Newtonian and turbulent-closure responses are outside the page.
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Open specialist scopes. The following are deliberately not claimed, as general results or as special cases of the theorems above: general compressible entropy systems in several space dimensions; rough-wall traces and boundary-layer asymptotics; nonlinear constitutive partial differential equations beyond the stated branches; turbulence universality or closure; and all-time three-dimensional regularity of the viscous model. The local periodic theorem is local, and Scope of the local periodic result: what is proved and what is not records the dated 2026 CMI announcement about the Euclidean problem and the absence of an audited transfer to this unforced periodic model; this page inherits the local-proof boundary without asserting a blanket present-day open status or a global conclusion.
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Model deductions versus nature. All results of this page are conditional deductions from each result's explicitly adopted model assumptions and the cited mathematics, subject to its stated hypotheses. The finite-motion momentum deduction uses the kinematic and mass-balance hypotheses of The momentum equation of the continuum model: local form rho D_t u = rho b + div sigma and the momentum-balance postulate Adopted balance principles of the continuum model: force and couple-free torque balance on every admissible region; a constitutive application also adopts its specified branch. The linear elastic deduction The displacement equation of the linear elastic branch: rho_0 partial_t^2 xi = rho_0 b + mu_s Laplacian xi + (lambda + mu_s) grad div xi instead uses Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy: a reference displacement , constant reference density , the isotropic stress with and its stated moduli, and the adopted reference balance . It requires neither a finite motion nor a positive Jacobian, and constant reference density does not assert constant current density. The string results separately adopt the one-dimensional model of The string model: d'Alembert solutions, fixed-end modes and uniqueness for the adopted one-dimensional continuum: uniform linear density , tension , and small transverse displacement satisfying with the specified line or fixed-end data. Its model equation is adopted, not deduced from the three-dimensional constitutive postulates. They do not establish that the model describes any material, and no measurement is used or asserted. Comparing a prediction with an observation tests the model, the boundary data and the apparatus together; agreement is evidence under stated conditions, not a proof of the model, and disagreement may expose a constitutive law, a boundary condition, or an analysis assumption rather than a single principle.
5 · Examples, experiments and counterexamples
None yet.
Sources
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Sections 1.2-1.6 (continuous bodies, reference and current configurations) and Section 3.1 (motion and velocity)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Section 7.1 (the continuum approximation and deformations) and Section 8.3 (the velocity field of a continuum)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Sections 1.2-1.6 (continuous bodies and motions) and 3.1-3.3 (velocity, velocity gradient)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Sections 7.1 and 8.3 (continuum description, particle displacement and velocity field)
- I. Stewart, Advanced Classical Mechanics (MIT 8.09/8.309 Fall 2014 course text), Section 6.1 (the continuum description of a chain and the displacement field)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Sections 1.8 (extensive properties and their densities) and 4.2 (mass and its conservation)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Sections 7.1 and 8.3 (continuous medium, density and velocity fields)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Section 4.2 (the principle of conservation of mass and its local form)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Section 8.3 (continuity equation of a continuum)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Sections 3.7 (transport equations) and 1.4-1.6 (material and spatial descriptions, material derivative)
- W. Barsukow, Introduction to Conservation Laws: Theory and Numerics (lecture notes, TUM, Winter term 2021/22), Section 1.2.3, Theorem 1.1 (the transport theorem) and Section 1.1 (the advective derivative)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Section 4.2 (conservation of mass, local forms and the volumetric interpretation)
- W. Barsukow, Introduction to Conservation Laws: Theory and Numerics (lecture notes, TUM, Winter term 2021/22), Section 1.1 (integral and differential forms of the continuity equation)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Section 8.3 (continuity equation and incompressibility of a continuum)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Section 4.3 (force, Cauchy's hypothesis for contact forces, traction and the stress tensor)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Section 7.2 (the stress tensor and the force on a surface element)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Section 4.3 (body forces, contact forces and Cauchy's hypothesis), Section 4.4 (the traction on a surface)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Section 7.2 (bulk and surface forces and the stress tensor)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Sections 4.4-4.6 (balance of linear and angular momentum and the field equations)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Section 7.2 (Eq. (7.25) and the bulk-plus-surface force balance of a continuum element)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Sections 4.3-4.5 (Cauchy's tetrahedron, existence of the stress tensor and symmetry from angular momentum)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Section 7.2 (the stress tensor, its symmetry from the torque balance, Eq. (7.25))
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Sections 4.4-4.6 (balance of momentum and the local field equations)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Section 7.2 (the key equation of continuum dynamics, Eq. (7.25))
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Section 11.2 and Problem 11.5 (linearized elasticity, isotropic stress-strain relations and the positive definite strain energy)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Section 7.3 (Hooke's law and the two elastic moduli of an isotropic medium)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Section 11.2 (the Navier equations of linearized elasticity)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Sections 7.3 and 7.7 (Hooke's law and the 3D elastic wave equation)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Section 7.7 (plane longitudinal and transverse elastic waves and their speeds)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Section 11.2 (the isotropic linearized elastic field equations)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Sections 12.1-12.3 (inviscid and incompressible viscous fluid models, with the Newtonian example)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Sections 8.4-8.5 (ideal and viscous incompressible fluid models)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Sections 12.2-12.3 (the incompressible viscous fluid equations and the inviscid limit)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Sections 8.4-8.5 (ideal and viscous incompressible fluid dynamics, with the Navier-Stokes equation and its exact channel solutions)
- I. Stewart, Advanced Classical Mechanics (MIT 8.09/8.309 Fall 2014 course text), Section 6.1 (the chain of masses and springs, its Lagrangian and the continuum limit)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Sections 6.2-6.5 (coupled oscillators, the discrete chain and its continuum/standing-wave limits)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Section 6.5 (standing waves of a fixed-end string and the wave equation)
- I. Stewart, Advanced Classical Mechanics (MIT 8.09/8.309 Fall 2014 course text), Section 6.1 (continuum limit of the chain and the wave equation)
- R. Abeyaratne, Continuum Mechanics, Volume II of Lecture Notes on the Mechanics of Solids (MIT, 1988, revised 2020), Sections 12.1-12.3 (fluid boundary conditions and the limits of the inviscid and viscous models)
- K. Likharev, Essential Graduate Physics, Classical Mechanics (September 1, 2026 complete volume), Sections 7.1, 7.3 and 8.5 (idealizations of the continuum description, elastic moduli and viscous channel flows with their conditions)