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Classical continua with explicit constitutive assumptions

1 · Prerequisites

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 C2 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 Dtρ=−ρdiv⁡u, the constant-product law ρ(t,χ(t,X))J(t,X)=const 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 ρDtu=ρb+div⁡σ. 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 ρ0∂t2ξ=ρ0b+μsΔξ+(λ+μs)∇div⁡ξ 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

DefinitionDefinition: AI-adaptedProof: Not applicableOpen item page →

Continuum body data, the fixed inertial frame and the dimensions of the fields

Physical scope

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 F with adapted coordinates (t,x) 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 R3 carrying its standard Euclidean structure. The time coordinate t is the model's time in seconds, [t]=τ, and the spatial components xi are positions in metres, [xi]=ℓ. All fields below are read in this one frame.

(b) Body data. A continuum body data set in F is a triple (B,O,I) consisting of

  1. a material region B⊆R3: a nonempty, bounded, open set (Material regions, densities and their mass);
  2. an open set O⊆R3 with B‾⊆O, the reference chart domain;
  3. a nonempty open interval I⊆R, the time window (Intervals of R: the nine order-convex forms, nondegeneracy, and length).

The points X∈B are the material labels of the body and B 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 C2 map χ:I×O→R3, with each χt injective and DXχt invertible, and det⁡DXχt>0 on I×B. Put Ωt=χt(B) and U={(t,x):t∈I, x∈χt(O)}, the open spacetime domain of that supplier. Spatial fields below are defined on U 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.

  1. Density is a scalar map ρ:U→(0,∞) of class C1, read as mass per unit spatial volume, [ρ]=μℓ−3.
  2. Spatial velocity is the C1 map u:U→R3 defined by u(t,χ(t,X))=∂tχ(t,X), [u]=ℓτ−1. For any C1 scalar or vector field f on this domain define Dtf=∂tf+Dxf u, componentwise for vectors, as in Euclidean spatial calculus: gradient, divergence and material derivative. Material acceleration is the continuous map a:=Dtu:U→R3, [a]=ℓτ−2.
  3. Body force per unit mass is a continuous map b:U→R3, [b]=ℓτ−2; its force per unit volume is ρb, of dimension μℓ−2τ−2.
  4. With S2={n∈R3:∥n∥2=1}, traction is a map t:U×S2→R3, read as force per unit area acting on the side opposite to the direction n. A stress matrix is a matrix field σ:U→M3(R) representing it by t(s,x,n)=σ(s,x)n when such a field exists; existence and regularity are separate hypotheses. Here [t]=[σ]=μℓ−1τ−2 (SI N m−2).
  5. Displacement relative to the stationary reference placement is ξ:I×O→R3, ξ(t,X)=χ(t,X)−X, [ξ]=ℓ; its linear strain is the symmetric matrix field e=(DXξ+(DXξ)T)/2, of dimension 1. 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.
  6. Elastic moduli λ,μs are real scalar model parameters; pressure is a scalar field p:U→R of class C1, read as the coefficient in the isotropic stress −pI3. Their dimension is μℓ−1τ−2. Dynamic viscosity η is a real scalar model parameter of dimension μℓ−1τ−1 (SI Pa s). Signs and constitutive uses of these parameters are specified by each branch.
  7. Wave speed c>0 is a scalar parameter of a specified wave model, [c]=ℓτ−1; 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 G(t,x)=(t′,x′)=(t+β,Rx+vt+a0),R∈SO(3), 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 q (for example, density ρ or pressure p) transforms by q′∘G=q. Spatial vectors such as acceleration and force per unit mass transform by a′∘G=Ra, b′∘G=Rb, while velocity has the boost term u′∘G=Ru+v. Normals transform by n′=Rn, traction by t′(G(t,x),Rn)=R t(t,x,n), and stress by σ′∘G=RσRT. Rotations preserve spatial volume and area. Spatial differentiation is at fixed frame time; these rules give Dx′u′=R(Dxu)RT, div⁡x′u′=div⁡xu and Dt′u′=RDtu at corresponding events. In particular, σ′n′=Rσn, so traction representation is preserved.

Here the local mass and momentum equations mean precisely Dtρ+ρdiv⁡xu=0,ρDtu=ρb+g,gi:=∑j=13∂xjσij, with ρ,u,σ of class C1 on a common open subdomain of U and b continuous there, as in Local mass balance: conservation on every material subregion implies ∂tρ+div⁡(ρu)=0 and Local momentum balance: ρDtu=ρb+div⁡σ from the integral balance on admissible material subregions. These are equation templates, not adopted laws in this definition. The chain rule applied to G−1 gives (Dt′ρ′)∘G=Dtρ and g′∘G=Rg (in the latter identity the sum over spatial indices uses RTR=I3). Thus the mass residual is unchanged and the momentum residual is multiplied by R; each equation holds exactly when its transformed equation holds.

For the integral forms, use the exact setting of those two suppliers, including ACω: J0 has compact closure in I, the common open field domain contains its swept closure, and B0⊆B is nonempty bounded open with B0‾⊆B. Write Vt=χt(B0) for the moving region, and put M(t):=∫Vtρ dx,P(t):=∫Vtρu dx,F(t):=∫Vtρb dx+∫∂Vtσν dS. The volume integrals are Lebesgue integrals, componentwise for vectors; the force expression is used only when Vt is a bounded C1 domain, with outward unit normal ν and the surface integral of Local momentum balance: ρDtu=ρb+div⁡σ from the integral balance on admissible material subregions. The equations are M˙=0 and P˙=F, on the respective admissible regions and times of the suppliers. At t′=t+β the corresponding region is RVt+vt+a0. Volume and surface measure preservation and ν′=Rν give M′(t′)=M(t), P′(t′)=RP(t)+vM(t) and F′(t′)=RF(t), where primes here label the transformed quantities. Consequently dP′/dt′=RP˙+vM˙: 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 tr∈I and set X′=RX+vtr+a0. This is a time-independent relabeling, with B′,O′ the images of B,O, and χ′(t′,X′)=Rχ(t,X)+vt+a0,t=t′−β. A material scalar transforms by composition with the inverse label/time map; a material vector by that composition followed by R. In the linear elastic branch the stress-free comparison placement X in F transforms to the uniformly translating comparison placement RX+vt+a0 in F′. Define displacement as the difference from this same comparison placement, so ξ′(t′,X′)=Rξ(t,X),DX′ξ′=R(DXξ)RT,e′=ReRT. Time derivatives here are at fixed labels. Consequently ∂t′2ξ′=R∂t2ξ, while the label's coordinate velocity in the boosted description is v+R∂tξ. In the stationary comparison frame its coordinate velocity is ∂tξ; for a finite motion the spatial velocity is related by u(t,χ(t,X))=∂tξ(t,X). 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 C2 reference displacement, is σref=λ(tr⁡e)I3+2μse with constant μs>0 and λ+2μs/3>0. Since tr⁡(ReRT)=tr⁡e and RI3RT=I3, its rotated stress is RσrefRT=λ(tr⁡e′)I3+2μse′. Thus it retains its form. These are conditional coordinate-reading rules, not a finite-strain approximation theorem or a new constitutive assumption.

Remarks

  • 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.

  • Reference versus current placement. The choice of B and O 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.

  • 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.

PostulateStatement: AI-adaptedProof: Not applicableOpen item page →

Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance

Physical scope

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 (B,O,I) of Continuum body data, the fixed inertial frame and the dimensions of the fields in the fixed inertial frame F: a material region B, a reference chart domain O with B‾⊆O, and a time window I. The labels X∈B are the material points of the body.

(ii) Motion. A motion of the model is a map

χ:I×O⟶R3

which is a motion of the material region B on I in the sense of Continuum motions, spatial velocity, material acceleration and swept regions: χ is of class C2; for every t∈I the map χt:O→R3 is of class C1, injective and has invertible total derivative at every point of O; and the Jacobian J(t,X)=det⁡(DXχt(X)) satisfies J>0 on I×B. The current region is Ωt:=χt(B), and the model's spatial velocity field u and material acceleration a=Dtu 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 X∈B the curve γX:I→A, γX(t):=(t,χ(t,X)), 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 C2 in the adapted coordinates of F, its parameter is the frame time (τ(γX(t)−o)=t), 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 u(t,χ(t,X))=∂tχ(t,X); 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 J>0); shocks, phase boundaries and material interfaces inside the motion (the motion is C2 with J>0 everywhere on I×B); 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 F→F′ 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 F′ is the Galilean transform of the description in F, and the model's balance and constitutive laws have the same form when written in F′ 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.

DefinitionDefinition: AI-adaptedProof: Not applicableOpen item page →

The density field of the continuum model and the mass of a material subregion

Physical scope

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 (B,O,I) and a motion χ of the model on I in the sense of Adopted continuum kinematic model: body data, smooth motions as families of label worldlines, the continuum idealization and frame covariance; write Ωt=χt(B) for the current regions and, for an open interval J0 with J0‾⊆I, let Σ={(t,x):t∈J0‾, x∈χt(B‾)} be the swept region (Continuum motions, spatial velocity, material acceleration and swept regions).

A density field of the model is a function

ρ:U⟶(0,∞)

on an open set U⊆R×R3 containing the full swept set {(t,x):t∈I, x∈χt(B‾)} (and hence Σ for every compactly contained J0), whose physical reading is mass per unit volume: its dimension is [ρ]=μℓ−3 (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 ρ is of class C1 on U (Ck Euclidean maps and diffeomorphisms); where a weaker regularity is used it is stated in the item that uses it. Strict positivity and C1 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 B′⊆B with B′‾⊆B (Material regions, densities and their mass); the same χ is a motion of B′. For the Lebesgue mass construction assume ACω (The Axiom of Countable Choice (ACω)), as in the density/mass part of Material regions, densities and their mass; the positive C1 field slot and the open-region predicate themselves require no choice axiom. For t∈I the model mass of B′ at time t is the Lebesgue integral

m(t,B′):=∫χt(B′)ρ(t,x) dx

(Integral over a measurable subset). Its dimension is μ 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

  • No conservation is asserted. The definition attaches a number m(t,B′) to the model at each time. That this number is constant in t for every material subregion is the separate mass-balance assumption of this page, adopted as a postulate and not a consequence of the definitions.

  • 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.

  • 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 Ωt of the one motion χ; the definition does not introduce a second, independently chosen region or velocity.

PostulateStatement: AI-adaptedProof: Not applicableOpen item page →

Adopted mass balance: the mass of every material subregion is constant in time

Physical scope

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 ACω (The Axiom of Countable Choice (ACω)) 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 χ be a motion of the model on the time window I, let J0⊆I be an open interval with J0‾⊆I, and let B′⊆B be a material subregion (nonempty bounded open with B′‾⊆B). Then the model mass of B′,

m(t,B′)=∫χt(B′)ρ(t,x) dx(t∈J0),

is constant in t:

ddt∫χt(B′)ρ(t,x) dx=0(t∈J0).(CM)

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.

Physics theoremStatement: AI-adaptedProof: AI-adaptedprecheck passOpen item page →

The transport identity and the material derivative along label worldlines for the adopted continuum model

Physical scope

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 ACω (The Axiom of Countable Choice (ACω)), as used by the transport theorem cited below. Let (B,O,I) be body data of Continuum body data, the fixed inertial frame and the dimensions of the fields, let χ be a motion of the model on I with spatial velocity u and material acceleration a=Dtu (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 J0⊆I be an open interval with J0‾⊆I, put Σ:={(t,x):t∈J0‾, x∈χt(B‾)}, and let f:U→R be of class C1 on an open set U⊆R×R3 containing Σ (Ck Euclidean maps and diffeomorphisms). Then:

(i) Transport identity. The function F(t):=∫χt(B)f(t,x) dx is defined and differentiable on J0, and for every t∈J0

F′(t)=∫χt(B)(∂tf+div⁡(fu))(t,x) dx.

The identity holds componentwise for a C1 vector field f.

(ii) Material derivative along worldlines. If f is the spatial description of a material field Fm(t,X):=f(t,χ(t,X)), then for every X∈B the function t↦Fm(t,X) is differentiable on J0 and

ddtFm(t,X)=Dtf(t,χ(t,X))=(∂tf+∇f⋅u)(t,χ(t,X)),

with Dt and the gradient of Euclidean spatial calculus: gradient, divergence and material derivative. Writing div⁡(fu)=∇f⋅u+fdiv⁡u, the integrand of (i) is Dtf+fdiv⁡u at the corresponding current point.

The statement is conditional on the kinematic model and on the compact containment J0‾⊆I; it asserts no conservation law, no equation of motion and no empirical value.

Facts & Assumptions

Given: ACω; body data (B,O,I); the motion χ with spatial velocity u; the interval J0; the C1 field f on a neighbourhood of the swept region.

[F1]

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): χ is a motion of the material region B on I in the sense of that definition, so each χt is an injective C1 map with invertible derivative and the Jacobian J=det⁡DXχt is positive on I×B; the spatial velocity u satisfies u(t,χ(t,X))=∂tχ(t,X) and u is C1 on its open domain.

[F2]

Transport theorem (The transport theorem for a C2 family of diffeomorphisms: ddt∫ψt(B)f=∫ψt(B)(∂tf+div⁡(fw))): under ACω, for the motion χ, the compactly contained interval J0 and a C1 function on a neighbourhood of the swept region, t↦∫χt(B)f(t,x) dx is differentiable on J0 with derivative ∫χt(B)(∂tf+div⁡(fu)) dx, and the same formula holds componentwise for vector fields.

[F3]

Spatial calculus (Euclidean spatial calculus: gradient, divergence and material derivative): div⁡(fu)=∇f⋅u+fdiv⁡u for the scalar f and the field u, and the material derivative is defined by Dtf=∂tf+∇f⋅u.

[F5]

The Axiom of Countable Choice (The Axiom of Countable Choice (ACω)): the explicit choice assumption under which [F2] is stated.

Proof

technique · direct; instantiate the transport theorem at the model's motion and read the along-worldline derivative through the chain rule and the definition of the material derivative
1.1givenF1F2F5

Part (i): by [F1] the map χ is a motion of the material region B on I in the sense of Continuum motions, spatial velocity, material acceleration and swept regions, and by hypothesis f is C1 on a neighbourhood of the swept region Σ with J0‾⊆I. Under the declared axiom [F5], the transport theorem [F2] therefore applies and gives F′(t)=∫χt(B)(∂tf+div⁡(fu))(t,x) dx for every t∈J0, with the vector case following componentwise.

1.2givenF1F4construct

Part (ii), derivative along a label: fix X∈B. By [F1] the curve t↦χ(t,X) is of class C2 on I and f is C1 on a neighbourhood of the swept region, so the composition t↦Fm(t,X)=f(t,χ(t,X)) is differentiable on J0 with, by the chain rule [F4], ddtFm(t,X)=∂tf(t,χ(t,X))+∇f(t,χ(t,X))⋅∂tχ(t,X).

2.1step 1.2F1F3algebra

Since ∂tχ(t,X)=u(t,χ(t,X)) by [F1], the right-hand side of step 1.2 is ∂tf+∇f⋅u evaluated at (t,χ(t,X)), which is Dtf(t,χ(t,X)) by the definition in [F3]. This is the identity of part (ii).

3.1step 1.1step 2.1F3algebra∎

Integrand splitting: by [F3], ∂tf+div⁡(fu)=∂tf+∇f⋅u+fdiv⁡u=Dtf+fdiv⁡u, 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

  • Hypotheses are used exactly. Positive Jacobian and C2 regularity of the motion are used to instantiate the transport theorem and the chain rule; at each time in J0, a compact inner time cylinder supplies the bounded parameter derivative used by the cited theorem; the whole J0 need not be bounded. Fields that are merely integrable, motions that fail injectivity somewhere, and time intervals whose closure meets the boundary of I are outside this statement.

  • Reading of the two terms. At a fixed spatial point ∂tf is the local rate of change of the field; u⋅∇f is the transport of the field by the material velocity. Both have dimension [f]τ−1 (Dimensions and SI unit conventions of the non-relativistic classical mechanics framework), so the display is dimensionally consistent, and the singular term fdiv⁡u records the change of volume of a material element along the motion.

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The continuity equation of the continuum model: local form of mass balance, the material form, and the incompressibility reading

Physical scope

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 ACω (The Axiom of Countable Choice (ACω)). Let (B,O,I) be body data (Continuum body data, the fixed inertial frame and the dimensions of the fields), let χ be a motion of the model with spatial velocity u (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 J0⊆I be an open interval with J0‾⊆I, let Σ be the swept region over J0‾, and let ρ:U→(0,∞) be a density field of class C1 on an open set U containing Σ (The density field of the continuum model and the mass of a material subregion, Ck 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 t∈J0. Then:

(i) Local form. For every (t,x)∈J0×χt(B),

∂tρ(t,x)+div⁡(ρu)(t,x)=0.(C)

Conversely, if (C) holds on an open neighbourhood of Σ, then (CM) holds for every material subregion and every t∈J0.

(ii) Material form. On J0×χt(B) the material derivative of the density satisfies

Dtρ=−ρdiv⁡u,

and writing J(t,X)=det⁡DXχt(X) along the motion, the product ρ(t,χ(t,X))J(t,X) is constant in t for every label X∈B.

(iii) Volume rate. For every X∈B and t∈J0 one has ∂tJ(t,X)=J(t,X)div⁡u(t,χ(t,X)): the relative rate of change of an infinitesimal material volume is div⁡u, and the identity of (ii) is the statement that density times volume is conserved along a label. In particular div⁡u=0 on the swept region if and only if ρ is constant along every label worldline (Dtρ=0).

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: ACω; body data and the motion χ with spatial velocity u; the interval J0; the C1 positive density field ρ; the mass-balance assumption (CM).

[F1]

Mass balance (Adopted mass balance: the mass of every material subregion is constant in time): for every material subregion B′⊆B and every t∈J0, ddt∫χt(B′)ρ(t,x) dx=0.

[F2]

Local mass balance (Local mass balance: conservation on every material subregion implies ∂tρ+div⁡(ρu)=0): under the stated hypotheses, (CM) for every material subregion and every t∈J0 implies ∂tρ+div⁡(ρu)=0 on the current interior; conversely, that equation on a neighbourhood of the swept region implies (CM).

[F3]

Transport and material derivative (The transport identity and the material derivative along label worldlines for the adopted continuum model): for every label X∈B, ddtf(t,χ(t,X))=Dtf(t,χ(t,X))=(∂tf+∇f⋅u)(t,χ(t,X)) for C1 spatial fields f, under the same axiom and kinematic hypotheses.

[F4]

Determinant derivative (The derivative of the determinant along an invertible C¹ matrix curve: (det⁡A)′=det⁡A  tr⁡(A−1A′), The chain rule for total derivatives: D(g∘f)(a)=Dg(f(a))∘Df(a)): for the matrix curve t↦A(t):=DXχt(X) with invertible values one has (det⁡A)′=det⁡A tr⁡(A−1A′), and A′=Du(t,χ(t,X))A; hence ∂tJ=Jtr⁡(Du(t,χ(t,X)))=Jdiv⁡u(t,χ(t,X)) by the definition of divergence in Euclidean spatial calculus: gradient, divergence and material derivative.

Proof

technique · direct; localize the integral mass balance with the cited equivalence, rewrite the divergence with the product rule, and read the along-label rate through the transport item and the volume-rate lemma
1.1givenF1F2

Part (i), forward: by [F1] the integral conservation (CM) holds for every material subregion and every t∈J0. The hypotheses of [F2] are those of the statement (positive C1 density, motion, compactly contained interval, equation domain), so [F2] gives ∂tρ+div⁡(ρu)=0 at every point of J0×χt(B).

1.2givenF2

Part (i), converse: if (C) holds on an open neighbourhood of Σ, then [F2] applied in its converse direction gives (CM) for every material subregion and every t∈J0.

2.1step 1.1F5algebra

Part (ii), first identity: by [F5], div⁡(ρu)=∇ρ⋅u+ρdiv⁡u, so (C) reads ∂tρ+∇ρ⋅u+ρdiv⁡u=0, that is Dtρ+ρdiv⁡u=0, which is Dtρ=−ρdiv⁡u.

3.1givenstep 2.1F3F4algebra

Part (iii): fix X∈B. By [F4], ∂tJ(t,X)=J(t,X)div⁡u(t,χ(t,X)) on J0, and by [F3] the along-label derivative of the spatial field ρ is ddtρ(t,χ(t,X))=Dtρ(t,χ(t,X)). Therefore ddt[ρ(t,χ(t,X))J(t,X)]=(Dtρ)J+ρ ∂tJ=(−ρdiv⁡u)J+ρJdiv⁡u=0 on J0, so the product is constant in t.

4.1step 2.1step 3.1F3algebra∎

Part (iii), final clause: if div⁡u=0 on the swept region, then Dtρ=−ρdiv⁡u=0 there by step 2.1, and by [F3] ddtρ(t,χ(t,X))=0 for every label, so ρ is constant along every worldline. Conversely, if ρ is constant along every worldline then Dtρ=0 on the current regions by [F3], and step 2.1 together with ρ>0 gives div⁡u=0 there. This proves the equivalence and completes the item.

Remarks

  • Reading of the equation. The partial differential equation (C) is a balance of the model density with the mass flux ρu; the material form Dtρ=−ρdiv⁡u says that density decreases along a label exactly when the material element dilates. The identity ρJ=constant 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.

  • 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.

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Traction fields and stress matrices of the continuum model, with units and sign conventions

Physical scope

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 (B,O,I) and a motion χ of the model with current regions Ωt=χt(B) and U={(s,x):s∈I, x∈χs(O)}. Let U⊆U be open and contain the swept closure {(s,x):s∈J0‾, x∈χs(B‾)}, where J0 is an open interval with compact closure in I (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 U the restriction of the positive C1 density slot ρ:U→(0,∞) of Continuum body data, the fixed inertial frame and the dimensions of the fields, and denote that restriction again by ρ. Let S2={n∈R3:∥n∥2=1} be the unit sphere.

A traction field of the model is a map

t:U×S2⟶R3,

read with the convention of Traction fields and stress matrices representing them: t(s,x,n) is the force per unit area exerted by the material on the side towards which n points upon the material on the other side, at the point x of a surface whose unit normal is n, at time s. Its dimension is that of force per area, [t]=μℓ−1τ−2, read in N m−2 (Dimensions and SI unit conventions of the non-relativistic classical mechanics framework).

A C1 field of matrices σ:U→M3(R) represents the traction field when

t(s,x,n)=σ(s,x) nfor every (s,x,n)∈U×S2,

the product being matrix-vector multiplication. The existence of such a σ for a given traction field is not asserted here: it is a conditional conclusion of the balance items of this page. When it exists, σ(s,x) is the stress matrix of the model at that event, and its entries read σij=(t(s,x,ej))i: the i-th component of the traction across the surface with normal ej.

The isotropic matrix −λI3 with λ∈R represents the normal traction t(n)=−λn: under the convention above, positive λ is a compressive normal traction and λ is called the pressure in this sign convention. Within this isotropic family, λ=0 gives the zero stress matrix, a pressure-free unstressed state. The body force per unit mass is a separate object: a continuous field b:U→R3 with the dimension of acceleration, [b]=ℓτ−2. The body-force density per unit volume is ρb:U→R3, of dimension μℓ−2τ−2. A traction field need not satisfy t(−n)=−t(n) and its representing matrix, when one exists, need not be symmetric; both properties are separate conditional conclusions.

Remarks

  • 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 t(−n)=−t(n) alone, without a balance law, does not even force the existence of a representing matrix.

  • Units and interpretation. The values of t and σ 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.

  • Sign convention. The convention is the one of Traction fields and stress matrices representing them: t(n) acts on the material on the side opposite to that towards which n points. With this convention a fluid whose total stress is assumed to lie in the isotropic family defined above has σ=−pI3, so positive p gives compression in the direction −n. Positive pressure alone does not impose this isotropic stress assumption.

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Adopted force model of the continuum branch: continuous body forces and Cauchy contact tractions

Physical scope

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 ACω (The Axiom of Countable Choice (ACω)) for the Lebesgue volume and surface integrals below. Let ρ be the positive C1 density of The density field of the continuum model and the mass of a material subregion. Use a common open field domain U⊆R×R3 containing the full swept closure {(s,x):s∈I, x∈χs(B‾)}. At time s∈I, write Us:={x:(s,x)∈U} and Ωs:=χs(B). An admissible region at time s is a nonempty bounded open D⊆Ωs with D‾⊆Us and a specified finite piecewise C1 boundary presentation in Specified finite piecewise C1 boundary presentations. Its faces Sj carry the outward unit normal νD 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 D (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 b:U→R3 on the common open field domain U, the body force per unit mass, of dimension [b]=ℓτ−2 (Dimensions and SI unit conventions of the non-relativistic classical mechanics framework). The body force exerted on an admissible region D at time s is ∫Dρ(s,x)b(s,x) dx, of dimension μℓτ−2 (force).

(ii) Contact forces and Cauchy's hypothesis. There is a traction field t:U×S2→R3 of class C1, 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 [t]=μℓ−1τ−2. 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 D at time s is ∫∂Dt(s,y,νD(y)) dS(y), with the outward unit normal νD and the finite face-sum integral defined above. No dependence of t 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 b and t are model quantities; no measured force is asserted, and the frame-covariance requirement of the kinematic branch applies to them.

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Adopted balance principles of the continuum model: force and couple-free torque balance on every admissible region

Physical scope

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 ACω (The Axiom of Countable Choice (ACω)) 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 U⊆R×R3 be an open set containing the swept region of the motion over its time window. The density ρ, the spatial velocity u and the material acceleration a=Dtu are continuous on U (Euclidean spatial calculus: gradient, divergence and material derivative, Continuum motions, spatial velocity, material acceleration and swept regions), and b and t are the body-force and traction fields of Adopted force model of the continuum branch: continuous body forces and Cauchy contact tractions. For s in the time window the current region is Ωs=χs(B).

(ii) Admissible regions. An admissible region at time s is a bounded piecewise C1 Euclidean domain with a specified finite presentation with D⊆Ωs, whose closure lies in the open domain of the fields at time s (Specified finite piecewise C1 boundary presentations), with outward unit normal νD 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 s and every admissible region D at time s,

∫∂Dt(s,y,νD(y)) dS(y)+∫D(ρb−ρa)(s,y) dy=0.(F)

Read as a momentum balance, (F) says that the resultant contact force on D equals ∫Dρa dy−∫Dρb dy; equivalently contact plus body force equals ∫Dρa dy, 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 s, every admissible region D at time s, and every fixed origin x0∈R3,

∫∂D(y−x0)×t(s,y,νD(y)) dS(y)+∫D(y−x0)×(ρb−ρa)(s,y) dy=0,(T)

the cross product being that of R3 (The cross product in R3). The balance is imposed with the same volume force density ρb−ρa as in (F); there are no body couples and no surface couples. Since the identity holds for every origin, the choice of x0 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.

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Existence, uniqueness and symmetry of the stress matrix from the adopted balance principles

Physical scope

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 ACω (The Axiom of Countable Choice (ACω)), 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 χ with current regions Ωs, a continuous density field ρ, spatial velocity u and material acceleration a=Dtu, a continuous body-force field b and a continuous traction field t, with the balance principles (F) and (T) of that postulate holding for every admissible region at every time s.

Then for every time s and every bounded open set W⊆Ωs with W‾ contained in the open domain of the fields at time s there is a unique continuous matrix field

σ(s,⋅):W⟶M3(R)

such that

t(s,y,n)=σ(s,y) nfor every (y,n)∈W×S2,

and necessarily

t(s,y,−n)=−t(s,y,n)((y,n)∈W×S2),σ(s,y)T=σ(s,y)(y∈W).

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: ACω; 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).

[F1]

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): ρ, u and a=Dtu are continuous and b is continuous on the swept region domain; the traction field t is of class C1, so each y↦t(s,y,ej) is C1; and t(s,y,n) is force per unit area depending on the surface at (s,y) only through n.

[F2]

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 D at time s, ∫∂Dt(s,y,νD) dS+∫D(ρb−ρa)(s,y) dy=0 and the same with integrands crossed with y−x0 for every fixed origin x0.

[F3]

Cauchy tetrahedron (A continuous traction field balanced on every piecewise C1 region is given by a continuous stress matrix, and t(−n)=−t(n)): if O is open, t:O×S2→R3 is continuous, g:O→R3 is continuous and bounded with Cg<∞, and ∫∂Dt(y,νD) dS+∫Dg dy=0 for every bounded piecewise C1 Euclidean domain with a specified finite presentation whose closure and pieces lie in O (Specified finite piecewise C1 boundary presentations), then there is a unique continuous σ:O→M3(R) with t(y,n)=σ(y)n, and t(y,−n)=−t(y,n).

[F4]

Couple-free symmetry (Angular-momentum balance without couples forces the stress matrix to be symmetric): if in addition σ is C1, b0:O→R3 is continuous and for every bounded C1 domain D with D‾⊆O (Bounded C1 domains and their outward normals) one has ∫∂Dσν dS+∫Db0 dy=0 and ∫∂Dy×(σν) dS+∫Dy×b0 dy=0, then σ(y)T=σ(y) for every y∈O.

Proof

technique · direct; fix a time and a bounded spatial region, apply the Cauchy-tetrahedron theorem to the force balance with the inertial term moved into the volume force, then apply the angular-momentum symmetry theorem to the torque balance
1.1givenF1F2construct

Fix a time s in the window and a bounded open W⊆Ωs with W‾ in the field domain. Define g:W→R3 by g(y):=ρ(s,y)b(s,y)−ρ(s,y)a(s,y); by [F1] the fields ρ,b,a are continuous, hence g is continuous, and since W is bounded with closure in the field domain, g is bounded on W. For every bounded piecewise C1 domain D with a specified finite presentation, closure in W and pieces in W, the region D is an admissible region at time s, so the force balance (F) of [F2] reads ∫∂Dt(s,y,νD) dS(y)+∫Dg(y) dy=0.

2.1step 1.1F3

Existence, uniqueness and the reversed-normal identity: step 1.1 provides exactly the hypotheses of [F3] with O:=W and the continuous traction field y↦t(s,y,⋅); hence there is a unique continuous σ(s,⋅):W→M3(R) with t(s,y,n)=σ(s,y)n on W×S2, and t(s,y,−n)=−t(s,y,n) holds there.

3.1step 1.1step 2.1F1F2F4algebra

Symmetry: let D be any bounded C1 domain with D‾⊆W. Then D is admissible, and the force balance ∫∂Dσν dS+∫Dg dy=0 holds by steps 1.1 and 2.1; the torque balance (T) of [F2] with the same volume density g reads ∫∂Dy×(σν) dS+∫Dy×g dy=0. These are the two hypotheses of [F4] with b0:=g, provided σ(s,⋅) is of class C1 on W: by step 2.1 the columns of σ(s,y) are σ(s,y)ej=t(s,y,ej), and by [F1] y↦t(s,y,ej) is of class C1 for j=1,2,3, so σ(s,⋅) is of class C1. Applying [F4] gives σ(s,y)T=σ(s,y) for every y∈W.

4.1step 2.1step 3.1∎

Conclusion: steps 2.1 and 3.1 give the existence, uniqueness, reversed-normal identity and symmetry of the stress matrix on every bounded open W with closure in the field domain at every time s; no positivity, constitutive relation, boundary condition or measured value is asserted.

Remarks

  • 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.

  • Uniqueness is per admissible region. The matrix is unique on each W because the columns σ(y)ej are exactly t(y,ej); different bounded regions give consistent restrictions because both represent the same traction field.

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The momentum equation of the continuum model: local form rho D_t u = rho b + div sigma

Physical scope

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 ACω (The Axiom of Countable Choice (ACω)). 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 χ with spatial velocity u and material acceleration a=Dtu (Continuum motions, spatial velocity, material acceleration and swept regions, Euclidean spatial calculus: gradient, divergence and material derivative), a C1 positive density field ρ (The density field of the continuum model and the mass of a material subregion), continuous body forces and C1 tractions (Adopted force model of the continuum branch: continuous body forces and Cauchy contact tractions), and the balance principles (F) and (T). Let J0⊆I have compact closure in the time window. For localization, use the material subregions whose current images are bounded C1 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 σ 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

gi:=∑j=13∂jσij(i=1,2,3).

Then for every (t,x)∈J0×χt(B),

ρ(t,x) Dtu(t,x)=ρ(t,x) b(t,x)+g(t,x),(M)

and for a symmetric σ the row divergence g coincides with the column divergence, so (M) may be written ρDtu=ρb+div⁡σ. Conversely, with the same kinematics, positive density satisfying the continuity equation, and a C1 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: ACω; 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.

[F1]

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 C1) stress matrix with t(t,y,n)=σ(t,y)n, t(t,y,−n)=−t(t,y,n) and σ(t,y)T=σ(t,y).

[F2]

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, ∂tρ+div⁡(ρu)=0, and for every material subregion the componentwise transport identity holds for the field ρui; together with the product rule this gives ddt∫χt(B′)ρui dx=∫χt(B′)ρ (Dtu)i dx.

[F3]

Local momentum balance (Local momentum balance: ρDtu=ρb+div⁡σ from the integral balance on admissible material subregions): if ρ satisfies (K) ∂tρ+div⁡(ρu)=0 on the current regions and if (L), for each t∈J0 and material subregion whose current image is a bounded C1 domain with closure in the field domain, ddt∫χt(B′)ρu dx=∫χt(B′)ρb dx+∫∂χt(B′)σν dS, then ρDtu=ρb+g on J0×χt(B) with gi=∑j∂jσij.

[F4]

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 D at time t, ∫∂Dt(t,y,νD) dS+∫D(ρb−ρa)(t,y) dy=0, with a=Dtu.

[F6]

Piecewise-C1 divergence theorem (Specified finite piecewise C1 boundary presentations, Divergence for finite piecewise C1 presentations): for a bounded domain with a specified finite piecewise-C1 presentation and a C1 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 C1 stress field, this gives ∫∂DσνD dS=∫Dg dx with gi=∑j∂jσij.

Proof

technique · direct; convert the force-form balance on material subregions into the integral momentum balance with the transport identity and the continuity equation, then instantiate the mathematical localization theorem
1.1givenF1F4algebra

Fix a material subregion B′ and t∈J0. By hypothesis χt(B′) is an admissible region at time t; the force balance [F4] with D:=χt(B′) reads ∫∂χt(B′)t(t,y,ν) dS+∫χt(B′)(ρb−ρDtu) dy=0. Replacing t(t,y,ν)=σ(t,y)ν by [F1] and rearranging gives ∫χt(B′)ρ Dtu dy=∫χt(B′)ρb dy+∫∂χt(B′)σν dS.

1.2givenF1F2F5F6algebra

Conversely suppose (M) holds with the same continuous fields and a C1 stress representing t. At fixed time extend the stress to the field neighborhood by its columns σej=t(ej), which are C1; on the current region this agrees with [F1], and continuity carries the traction identity to the boundary of every admissible D⊆Ωt. By [F6], applied componentwise to these rows, ∫∂DσνD dS=∫Dg dx. Integrating (M) therefore gives ∫∂Dt dS+∫D(ρb−ρa)dx=0, precisely (F). On a smooth material image, [F2] identifies ∫Dρa with the derivative of its momentum integral, giving (L) too. This proves the converse without assuming either balance in that direction.

2.1givenstep 1.1F2F5algebra

The transport identity of [F2] applied componentwise to the field ρui and the continuity equation give ddt∫χt(B′)ρui dx=∫χt(B′)(∂t(ρui)+div⁡(ρuiu))dx=∫χt(B′)ρ (Dtu)i dx; comparing with step 1.1 shows that the integral momentum balance (L) of [F3] holds for every material subregion and every t∈J0.

3.1givenstep 2.1F2F3

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 C1 domains with closure in the field domain; step 2.1 supplies (L) for every such admissible pair. Applying [F3] therefore gives ρ(t,x)Dtu(t,x)=ρ(t,x)b(t,x)+g(t,x) for every (t,x)∈J0×χt(B), with g the row divergence.

4.1step 3.1step 1.2F1F5algebra∎

Reading: by [F1] the matrix σ is symmetric, so ∑j∂jσij=∑j∂jσji 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 μℓ−2τ−2 (force per volume), so the equation is dimensionally consistent. No further conclusion is drawn.

Remarks

  • 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.

  • 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 σ to the motion. The elastic and fluid items below supply such laws, and the local well-posedness theorem of this page uses them.

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Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy

Physical scope

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 I⊆R be a nonempty open time interval and O⊆R3 an open reference region. Model data include ξ:I×O→R3 of class C2, the displacement from a homogeneous stress-free reference placement. All spatial derivatives below are with respect to X∈O. Write vref:=∂tξ and aref:=∂t2ξ. The linear strain is e=12(DXξ+DXξT), with eij=12(∂jξi+∂iξj) (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 χt(X)=X+ξ(t,X) is additionally a positive-Jacobian diffeomorphism, it defines a finite motion; its spatial velocity obeys u(t,χt(X))=vref(t,X), 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

σ=λ (tr⁡e) I3+2μs e,

with Lamé parameters λ,μs∈R satisfying the positivity hypotheses μs>0 and λ+2μs3>0 (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, [λ]=[μs]=μℓ−1τ−2 (Dimensions and SI unit conventions of the non-relativistic classical mechanics framework); in SI they are measured in N m−2.

(iii) Strain energy. The strain-energy density of the branch is W(e)=λ2(tr⁡e)2+μstr⁡(e2), and under the positivity hypotheses of (ii) it satisfies W(e)≥0 with equality only for e=0 (The isotropic elastic strain energy is μ∣e0∣F2+(λ/2+μ/3)(tr⁡e)2, hence positive definite under μ>0, λ+2μ/3>0).

(iv) Reference density and adopted linear balance. Fix a constant reference density ρ0>0 and a continuous reference body-force-per-mass field bref:I×O→R3. Adopt the linear momentum balance

ρ0∂t2ξ=ρ0bref+div⁡Xσ,(div⁡Xσ)i=∑j=13∂Xjσij.

The velocity, acceleration and density used here are reference fields. Constant ρ0 is not an assertion of constant current density. For a finite motion with conserved mass that density instead satisfies ρ(t,χt(X))det⁡DXχt(X)=ρ0. 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 λ or μs 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.

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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

Physical scope

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 ACω (The Axiom of Countable Choice (ACω)) and the reference-coordinate branch of Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy on I×O: ξ is C2, ρ0>0 is constant, b:=bref is continuous, and λ,μs are constant with μs>0 and λ+2μs/3>0. Its stress is σ=λ(tr⁡e)I3+2μse, e=12(DXξ+DXξT).

Then the adopted reference momentum balance

ρ0∂t2ξ=ρ0b+div⁡Xσ(M)

is equivalent to the displacement equation

ρ0 ∂t2ξ=ρ0 b+μs Δξ+(λ+μs) ∇(div⁡ξ),(E)

equivalently componentwise ρ0∂t2ξi=ρ0bi+μsΔξi+(λ+μs)∂i(div⁡ξ) for i=1,2,3, where Δ=∑j∂j2 and div⁡ξ=∑j∂jξj (Euclidean spatial calculus: gradient, divergence and material derivative). In particular, for b≡0 equation (E) is linear with constant coefficients. The statement asserts no solution existence, no boundary conditions and no measured modulus.

Facts & Assumptions

Given: ACω; the reference-coordinate fields and adopted linear balance (M).

[F1]

Reference balance (Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy clause (iv)): ρ0∂t2ξ=ρ0b+g, with gi=∑j∂Xjσij on I×O.

[F2]

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): σ=λ(tr⁡e)I3+2μse, e=12(DXξ+DXξT), with the stated constant coefficients and ξ∈C2.

[F3]

Symmetry of mixed partials (Clairaut--Schwarz theorem for continuous second partial derivatives): for a function of class C2 on an open set of R3, the second partial derivatives commute, ∂j∂iξk=∂i∂jξk.

Proof

technique · direct; write the adopted reference momentum equation and compute the divergence of the linear elastic stress with the commuting mixed partials
1.1givenF1F2

By [F1], the adopted reference equation (M) reads ρ0∂t2ξ=ρ0b+g with gi=∑j∂jσij, with all derivatives taken in X.

1.2givenF2F3F4algebra

Compute the divergence of the stress: from σij=λ(tr⁡e)δij+2μseij of [F2], the product rule of [F4] gives ∑j∂jσij=λ ∂i(tr⁡e)+2μs∑j∂jeij. Since tr⁡e=∑j∂jξj=div⁡ξ by [F4], the first term is λ ∂i(div⁡ξ). For the second, 2∑j∂jeij=∑j∂j(∂jξi+∂iξj)=Δξi+∂i(div⁡ξ), where the interchange of ∂j and ∂i on ∂iξj uses the commuting mixed partials of [F3]. Hence gi=μsΔξi+(λ+μs)∂i(div⁡ξ).

2.1step 1.1step 1.2algebra∎

Substituting step 1.2 into step 1.1 gives the componentwise form of (E), equivalently the vector identity ρ0∂t2ξ=ρ0b+μsΔξ+(λ+μs)∇(div⁡ξ); the equivalence with (M) follows by substituting the same stress divergence in either direction, and for b≡0 the displayed operator is linear with constant coefficients, while no solution, boundary condition or measured modulus is asserted.

Remarks

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Plane elastic waves in the adopted model: the dispersion condition and the longitudinal and transverse speeds

Physical scope

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 ρ0>0 of dimension μℓ−3 and Lamé parameters λ,μs of dimension μℓ−1τ−2, satisfying μs>0 and λ+2μs3>0 (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 b≡0. Let x∈R3 denote position of dimension ℓ and t∈R time of dimension τ. Let k∈R3∖{0} be a wave vector of dimension ℓ−1, a∈R3 a polarization amplitude of dimension ℓ, and ω∈R∖{0} an angular frequency of dimension τ−1. The phase is dimensionless. Define the plane displacement field

ξ(t,x):=acos⁡(⟨k,x⟩2−ωt),

with the Euclidean inner product ⟨⋅,⋅⟩2 (The Euclidean inner product ⟨x,y⟩=∑k<nxkyk on Rn). Then ξ satisfies (E) on all of R×R3 if and only if

ρ0ω2a=μs∣k∣22 a+(λ+μs) ⟨k,a⟩2 k.(D)

Moreover, if this plane wave satisfies (E) (equivalently, if (D) holds), then for a≠0: if a is parallel to k (longitudinal), then ρ0ω2=(λ+2μs)∣k∣22 and its phase speed is ∣ω∣/∣k∣2=cL, where cL:=(λ+2μs)/ρ0>0; if a is orthogonal to k (transverse), then ρ0ω2=μs∣k∣22 and its phase speed is ∣ω∣/∣k∣2=cT, where cT:=μs/ρ0>0. Positivity follows from the branch hypotheses, and [cL]=[cT]=ℓτ−1 (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 (ρ0,λ,μs); the vectors k,a and the frequency ω; the plane wave ξ.

[F1]

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 ρ0∂t2ξ=ρ0b+μsΔξ+(λ+μs)∇(div⁡ξ); with b≡0 the right-hand side is the displayed operator applied to ξ.

[F2]

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 ρ0∂t2ξi=∑j∂jσij on R×R3 holds if and only if (D) holds.

[F3]

Positivity hypotheses (Adopted isotropic linear elastic constitutive model with its small-strain regime and strain energy clause (ii)): the branch's moduli satisfy μs>0 and λ+2μs3>0.

[F4]

Dimensions (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): [ρ0]=μℓ−3, [λ]=[μs]=μℓ−1τ−2, [k]=ℓ−1, [a]=ℓ, and [ω]=τ−1.

Proof

technique · direct; identify the branch's displacement equation with the stress-divergence identity of the cited plane-wave theorem, then read off the two polarization branches and their positivity
1.1givenF1F2

The field ξ is C∞ on R×R3 and the branch's displacement equation (E) of [F1] with b≡0 has right-hand side μsΔξ+(λ+μs)∇(div⁡ξ), which is exactly the divergence of the branch's stress σ=λ(tr⁡e)I3+2μse as computed by [F1]; the cited plane-wave theorem [F2] therefore gives that (E) holds on all of R×R3 if and only if (D) holds.

2.1step 1.1F2algebra

Polarization branches: suppose the plane wave satisfies (E), so (D) holds by step 1.1, and let a≠0. If a∥k, then a=αk with α≠0, and substituting into (D) gives ρ0ω2αk=μs∣k∣2αk+(λ+μs)∣k∣2αk; dividing by α≠0 and using k≠0 gives ρ0ω2=(λ+2μs)∣k∣2, hence ∣ω∣/∣k∣2=cL. If a⊥k, the inner product term of (D) vanishes, so ρ0ω2a=μs∣k∣2a; dividing by the nonzero vector a gives ρ0ω2=μs∣k∣2, hence ∣ω∣/∣k∣2=cT.

3.1step 2.1F3F4algebra∎

Positivity and dimensions: by [F3], μs>0 gives cT2=μs/ρ0>0, and λ+2μs=(λ+2μs3)+4μs3>0 gives cL2=(λ+2μs)/ρ0>0, so both squared speeds are real and positive. By [F4], both squared speeds have dimension ℓ2τ−2, hence [cL]=[cT]=ℓτ−1. No completeness, boundary-value or empirical claim is made.

Remarks

  • Exact solutions of the model's linear equation. The waves displayed are exact solutions of (E) with b≡0, 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 R3 is not asserted on this page.

  • Reading of the speeds. For a material with measured moduli the speeds cL=(λ+2μs)/ρ0 and cT=μs/ρ0 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.

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Adopted fluid constitutive branches: incompressible Newtonian, barotropic inviscid, and the periodic-cell idealization

Physical scope

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 ρ>0, a dynamic viscosity η>0 (constant, dimension μℓ−1τ−1, in SI measured in Pa s, Dimensions and SI unit conventions of the non-relativistic classical mechanics framework) and a pressure field p of class C1. The branch consists of the incompressibility constraint

div⁡u=0

on the current regions (Euclidean spatial calculus: gradient, divergence and material derivative) together with the Newtonian stress field

σ=−p I3+η(Du+DuT),

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 div⁡u=0 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: ρ>0 is constant, div⁡u=0, pressure is a Lagrange multiplier enforcing this constraint, and σ=−pI3. This is the same stress form as (a) with η=0, 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 C1 pressure law p:(0,∞)→R and a C1 potential V with the conservative body force b=−∇V. The branch's stress field is σ=−p(ρ)I3, where ρ is the model density field of The density field of the continuum model and the mass of a material subregion. Its enthalpy function is h:(0,∞)→R defined by h(r)=∫ρrrp′(s)s−1 ds, with a fixed model reference density ρr>0 of the same dimension as r. It is characterized by h′(r)=p′(r)/r and has dimension [h]=[p]/[ρ]=ℓ2τ−2, energy per unit mass; the spatial enthalpy field is x↦h(ρ(t,x)) (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 ρ>0 and constant η≥0; in (a0), set η=0. It makes no incompressible reduction or pressure-gauge assertion for the variable-density barotropic branch (b). Assume ACω (The Axiom of Countable Choice (ACω)) 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 L∗>0 and velocity scale U∗>0 as model data with dimensions ℓ and ℓτ−1, and let T∗=L∗/U∗ be the time scale. The physical spatial cell is (R/L∗Z)3, with physical volume L∗3; it describes a spatially periodic ideal medium, not a material boundary or a measured wall law. Write τ=t/T∗ and y=x/L∗∈T3, using an optional fixed time origin. For physical velocity uphys, pressure Pm and density ρ, define dimensionless fields and viscosity by U(τ,y)=uphys(T∗τ,L∗y)U∗,Π(τ,y)=Pm(T∗τ,L∗y)ρU∗2,ν∗:=ηρU∗L∗. The inviscid incompressible branch (a0) has η=0 and ν∗=0. The normalized unit-torus measure and Hs norms of Periodic vector Sobolev spaces on the three-torus, the weight family, and the Leray projection apply to U, not to an unscaled dimensionful velocity. In the absence of body force the physical equation scales exactly to ∂τU+(U⋅∇y)U=−∇yΠ+ν∗ΔyU,div⁡yU=0. A dimensionless lifespan T is a physical lifespan T∗T, and Pm=ρU∗2Π. 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 R(L∗Z3); 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 η, 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.

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Local existence, uniqueness and pressure reconstruction for the incompressible fluid model on the periodic cell

Physical scope

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 ACω (The Axiom of Countable Choice (ACω)). 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 ρ>0, η≥0, and no body force. Fix the model scales L∗,U∗>0, T∗=L∗/U∗ and put ν∗:=η/(ρU∗L∗). Let s≥4 be an integer and U0 a smooth divergence-free field on the dimensionless unit torus, with Y0:=∥U0∥Hs<∞. Set T:={(2CsY0)−1,Y0>0,1,Y0=0, where Cs is the constant used by Local smooth solutions of the periodic incompressible Euler and constant-viscosity equations on T3. Then:

(i) Reduction and physical-time conversion. Under τ=t/T∗, y=x/L∗ and the scaling of the postulate, the physical continuity and momentum equations with σ=−PmI3+η(Dxuphys+DxuphysT) are equivalent to ∂τU+(U⋅∇y)U=−∇yΠ+ν∗ΔyU,div⁡yU=0. For smooth fields with zero-mean pressure, these are equivalent to ∂τU+P((U⋅∇y)U)=ν∗ΔyU(PE) and the pressure reconstruction below. A solution on [0,T] is a physical solution on [0,T∗T].

(ii) Existence and pressure. There is U∈C∞([0,T]×T3;R3) with U(0)=U0, div⁡yU=0 and (PE), and sup⁡[0,T]∥U∥Hm≤∥U0∥Hme4CmY0T for every m≥s. There is a unique smooth dimensionless zero-mean pressure Π giving the primitive equations in (i). The physical fields are uphys(t,x)=U∗U(t/T∗,x/L∗),Pm(t,x)=ρU∗2Π(t/T∗,x/L∗). They satisfy the adopted field equations for both η>0 and the separately adopted η=0 Euler branch.

(iii) Uniqueness and dependence on data. Fix B>0. For all smooth divergence-free data U0,V0 with both Hs norms at most B, the corresponding solutions exist on the common dimensionless interval [0,TB], TB=(2CsB)−1, with U(0)=U0 and V(0)=V0. If U0=V0 then U=V. On this bounded data set the solution map is continuous from the L2 topology into C([0,TB],Hs−1), as in Uniqueness of smooth periodic solutions and continuous dependence in Hs−1 on the common local interval. The common physical interval is [0,T∗TB] for the same fixed scales and material parameters.

(iv) Scope. The Sobolev norm and T,TB 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 U0, and the stated lifespan.

[F2]

The Leray projection is self-adjoint, commutes with derivatives, fixes divergence-free fields and kills gradients. Every smooth vector field has the decomposition W=PW+∇f with zero-mean f and f^(k)=k⋅W^(k)/(2πi∣k∣2) for k≠0 (Periodic vector Sobolev spaces on the three-torus, the weight family, and the Leray projection).

[F3]

Smooth local existence for dimensionless ν∗≥0 has exactly the lifespan and all-order bounds stated in (ii) (Local smooth solutions of the periodic incompressible Euler and constant-viscosity equations on T3). Bounded smooth data have the common interval and stability of clause (iii) (Uniqueness of smooth periodic solutions and continuous dependence in Hs−1 on the common local interval).

[F4]

Fourier Sobolev embedding sends sufficiently high-order spaces into each Cj space; hence all-order coefficient bounds yield smooth spatial representatives (Sobolev embedding on the torus: Hσ⊆Cj for σ>j+3/2, with continuous representatives).

Proof

technique · direct; scale the physical equations, apply the actual smooth periodic suppliers, reconstruct pressure and restore physical units
1.1givenF1F2algebra

In physical variables div⁡σ=−∇xPm+ηΔxuphys since div⁡uphys=0. The change of variables in the postulate gives Dtuphys=(U∗2/L∗)(∂τU+(U⋅∇y)U), ∇xPm=(ρU∗2/L∗)∇yΠ and ηΔxuphys=(ηU∗/L∗2)ΔyU. Divide the momentum equation by ρU∗2/L∗ to obtain the dimensionless equation of (i); continuity reduces to div⁡yU=0. Applying P gives (PE) by [F2]. Every scaling factor is positive, so the physical and dimensionless reductions are reversible.

1.2givenF2F4algebra

Conversely let smooth divergence-free U solve (PE). Set W=(U⋅∇y)U and reconstruct the zero-mean potential f in [F2], with ∇yf=(I−P)W. Then (PE) reads ∂τU+W=ν∗ΔyU+∇yf. Taking Π=−f gives the primitive equation of (i) with the correct sign. Coefficientwise ∥f∥Hm+1≤Cm∥W∥Hm, with the same estimate for every time derivative since the fixed coefficient multiplier commutes with time differentiation. Smooth W on the compact strip has uniform all-order norms and so do its time derivatives; [F4] then yields every mixed derivative of f, continuous jointly in time and space. Thus Π 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].

2.1step 1.1step 1.2F1F3algebra

Apply [F3] to U0 and the dimensionless viscosity ν∗≥0, 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 T∗T, with [Pm]=[ρU∗2]=μℓ−1τ−2. Thus clause (ii) holds, including the independently adopted inviscid branch.

3.1step 2.1F3algebra∎

For data bounded by B, [F3]'s stability supplier applies on [0,TB] to the two solutions with their respective initial data. It proves equality when U0=V0 and continuity in C([0,TB],Hs−1). Multiplication by U∗ and the fixed change of space and time variables give the stated physical reading on [0,T∗TB]. 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.

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The continuum string model as the proved limit of the mass-spring chain, with explicit convergence and dispersion error

Physical scope

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 L>0, let ρℓ>0 be a linear mass density and let τs>0 be a tension scale, both in the units of Dimensions and SI unit conventions of the non-relativistic classical mechanics framework, and put c:=τs/ρℓ, of dimension [c]=ℓτ−1 (Continuum body data, the fixed inertial frame and the dimensions of the fields). For an integer N≥2 put a:=L/N and consider the cyclic spring chain of The cyclic spring chain, its discrete energy, and the finite-regularity periodic comparison class with parameter c and spacing a, equivalently the chain of N nodes of mass m=ρℓa and spring constant ks=τs/a; the two descriptions agree because c2/a2=ks/m. Let Tmax⁡≥0 and let [0,Tmax⁡] be the comparison interval. Let u:[0,Tmax⁡]×R→R be C2 in t and C4 in x, L-periodic in x, and satisfy

utt=c2uxxon [0,Tmax⁡]×R,

with M:=sup⁡∣∂x4u∣<+∞ and M2:=sup⁡∣∂x2u∣<+∞. Smoothness on this closed interval means that u is the restriction of a map on an open time neighborhood of [0,Tmax⁡]×R with the indicated derivatives continuous up to the comparison interval, exactly as in Finite-time continuum limit of the cyclic spring chain: uniform O(a3/2) nodal and uniform interpolation convergence. All suprema are over the comparison interval and all x∈R. A chain solution and its state (q,q′) are likewise restrictions from an open time interval containing [0,Tmax⁡]; this convention includes Tmax⁡=0. Let q be the chain solution with the sampled initial data qj(0)=u(0,ja), qj′(0)=ut(0,ja), put ej(t):=qj(t)−u(t,ja) and C:=c2L M/12. In the physical reading, u is the transverse displacement of the one-dimensional string model: [L]=[a]=[x]=ℓ, [t]=[Tmax⁡]=τ, [u]=[qj]=[ej]=ℓ, [ρℓ]=μℓ−1, [τs]=μℓτ−2, and [c]=ℓτ−1; consequently [M]=ℓ−3 and [M2]=ℓ−1. In clause (iii), A is a displacement amplitude, [A]=ℓ, [κ]=ℓ−1 and [ω]=τ−1. Then:

(i) q exists and is unique on [0,Tmax⁡], and for every t∈[0,Tmax⁡]

∥e(t)∥a≤Ca2t22,∥e′(t)∥a≤Ca2t,max⁡j∣ej(t)∣≤Ca3/2t22,

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 [0,Tmax⁡] as a→0 with L,Tmax⁡ fixed.

(ii) With Iaq the piecewise-linear interpolation of the chain data on the circle of circumference L,

sup⁡x∈[0,L]∣Iaq(t,x)−u(t,x)∣≤max⁡j∣ej(t)∣+M2a28(0≤t≤Tmax⁡),

so the interpolated chain displacement converges uniformly to the continuum solution as a→0.

(iii) For A≠0 and cyclic wave numbers κNa∈2πZ, the travelling ansatz qj(t)=Acos⁡(κja−ωt) solves the chain equation if and only if ω2=(4c2/a2)sin⁡2(κa/2), and for these solutions with ∣κa∣≤1 one has ∣ω2−c2κ2∣≤c2κ4a2/12: 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 c 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 L,ρℓ,τs, the speed c=τs/ρℓ; the spacing a=L/N; the smooth periodic solution u of the wave equation; the sampled chain data, with closed-interval derivatives read from the stated open-neighborhood extensions.

[F1]

Chain and comparison class (The cyclic spring chain, its discrete energy, and the finite-regularity periodic comparison class): the chain is qj′′=(c2/a2)(qj+1−2qj+qj−1) with discrete norm ∥⋅∥a and discrete differences; the comparison class is the Ct2,Cx4, L-periodic solutions of utt=c2uxx with sampled initial data.

[F2]

Continuum limit (Finite-time continuum limit of the cyclic spring chain: uniform O(a3/2) nodal and uniform interpolation convergence, The centered second difference differs from the second derivative by at most Ma2/12 when ∣u′′′′∣≤M): under the stated hypotheses there is a unique solution q on [0,Tmax⁡] with ∥e(t)∥a≤Ca2t2/2, ∥e′(t)∥a≤Ca2t, max⁡j∣ej(t)∣≤12Ca3/2t2 and the interpolation bound sup⁡∣Iaq−u∣≤max⁡j∣ej∣+M2a2/8, where C=c2L M/12.

[F3]

Dispersion (Exact dispersion relation ω2=(4c2/a2)sin⁡2(κa/2) for the cyclic chain and its continuum error bound): for A≠0 and κNa∈2πZ, the travelling cosine ansatz solves the chain equation if and only if ω2=(4c2/a2)sin⁡2(κa/2), and when this dispersion relation holds and ∣κa∣≤1 the bound ∣ω2−c2κ2∣≤c2κ4a2/12 holds.

[F4]

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 m=ρℓa and spring constant ks=τs/a give ks/m=(τs/a)/(ρℓa)=c2/a2, so the mechanical chain has exactly the equation of [F1]; c has the dimension of velocity.

Proof

technique · direct; identify the mechanical chain with the normalized chain of the cited mathematical items through the mass and stiffness scaling, then instantiate the continuum-limit and dispersion theorems
1.1givenF1F4algebra

Scaling: with m=ρℓa and ks=τs/a, the chain of nodes joined by springs of stiffness ks obeys qj′′=(ks/m)(qj+1−2qj+qj−1)=(c2/a2)(qj+1−2qj+qj−1) by [F4] and the definition of c; this is exactly the cyclic spring chain of [F1].

1.2givenF1F3

Clause (iii): the chain data have N≥2, a=L/N>0 and c>0, and the travelling ansatz has the stated A≠0 and cyclic compatibility κNa∈2πZ. Thus [F3] applies: the travelling cosines solve the cyclic chain equation if and only if ω2=(4c2/a2)sin⁡2(κa/2). For such solutions the dispersion relation holds, so with ∣κa∣≤1 the same supplier gives the displayed second-order error bound. This proves clause (iii) with every allowed cyclic mode retained.

2.1step 1.1F1F2

Clauses (i) and (ii): the hypotheses of [F2] are the data of the statement (the specified open-neighborhood restriction, L-periodic Ct2,Cx4 solution of the wave equation with finite M,M2, 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 q and the four displayed bounds, hence the nodal and interpolation convergence.

3.1step 2.1step 1.2algebra∎

Reading: the bounds of step 2.1 are uniform in N=L/a and explicit in the smoothness data of u, so the continuum string model with speed c 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 O(a2) 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 ρℓ or τs is used.

Remarks

  • 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 m=ρℓa, ks=τs/a 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.

  • Exact solutions of the string model. The chain-limit comparison presupposes a smooth solution u; 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.

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The string model: d'Alembert solutions, fixed-end modes and uniqueness for the adopted one-dimensional continuum

Physical scope

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 L>0 (fixed ends) or of infinite extent, with linear mass density ρℓ>0 and tension τs>0, whose small transverse displacement u:I×J→R (where I⊆R is a nonempty time interval and J=R or J=[0,L]) satisfies

utt=c2uxx,c:=τs/ρℓ,

where [L]=[x]=ℓ, [t]=τ, [ρℓ]=μℓ−1, [τs]=μℓτ−2, and [u]=ℓ. The initial displacement data f and F have dimension ℓ, while the initial velocity data g and G have dimension ℓτ−1. Thus [c]=[τs]/[ρℓ]=ℓτ−1, and [ωn]=τ−1. 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 c 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 f∈C2(R) and g∈C1(R) the function

u(t,x):=f(x−ct)+f(x+ct)2+12c∫x−ctx+ctg(s) ds

is of class C2 on R2 (Ck Euclidean maps and diffeomorphisms), satisfies utt=c2uxx with u(0,⋅)=f and ut(0,⋅)=g, and is the unique C2 field on R2 with those data.

(ii) Fixed ends. Let F be odd and 2L-periodic of class C5 and let G be odd and 2L-periodic of class C4 (Sine coefficients, sine series and the odd periodic extension) with finite M5=sup⁡∣F(5)∣, M4=sup⁡∣G(4)∣. Then the sine series u of the smooth string theorem exists with absolutely and uniformly convergent termwise derivatives up to second order, satisfies utt=c2uxx, u(t,0)=u(t,L)=0, u(0,⋅)=F∣[0,L], ut(0,⋅)=G∣[0,L], is the unique C2 solution on [0,T]×[0,L] of that boundary-value problem, and for every N≥1 satisfies the tail bound ∣u−SNu∣≤C(N+1)−4 with C=2(2L5M5/π5+2L5M4/(cπ5)) on [−T,T]×[0,L], where SNu is the N-th partial sum of the series.

(iii) Reading and scope. The initial functions f,g or F,G 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 L,ρℓ,τs and speed c; the initial data f,g or F,G.

[F1]

d'Alembert theorem (d'Alembert's formula solves the wave equation, is the unique C2 solution, and the fixed-end sine modes solve it exactly): for c>0 the formula of part (i) is C2, solves the wave equation with the stated data, and is the unique C2 solution on R2; its part (c) exhibits the fixed-end modes sin⁡(nπx/L)cos⁡(nπct/L) and their finite sums.

[F2]

Smooth fixed-end theorem (The classical C2 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 2L-periodic C5 data F and odd 2L-periodic C4 data G with finite M5,M4, the sine series converges with its termwise derivatives up to second order, defines a C2 solution satisfying the wave equation, the fixed-end conditions and the initial data, is unique among C2 solutions, and admits the stated tail bound.

[F3]

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 ρℓa and spring constant τs/a has the continuum limit governed by the wave equation with speed c=τs/ρℓ, with explicit nodal and interpolation error; the string model is the corresponding continuum idealization.

Proof

technique · direct; instantiate the two mathematical string theorems at the model's data and read the identification of the speed from the chain-limit item
1.1givenF1

Clause (i): the data f∈C2(R), g∈C1(R) and c>0 satisfy the hypotheses of [F1], whose parts (a) and (b) give that the displayed d'Alembert function is C2, solves utt=c2uxx with u(0,⋅)=f, ut(0,⋅)=g, and is the unique such C2 field.

1.2givenF2

Clause (ii): F and G satisfy the hypotheses of [F2] (F odd, 2L-periodic, C5; G odd, 2L-periodic, C4; M5,M4<∞), so [F2] gives the series solution, its uniform and termwise convergence, the boundary and initial conditions, uniqueness among C2 solutions, and the displayed tail bound.

2.1givenstep 1.1step 1.2F3algebra

Clause (iii): by [F3] the speed c in the model equation is the limit speed of the discrete mechanical chain with the stated mass and stiffness scaling, and the dimensions [c]=ℓτ−1 follow from [τs]=μℓτ−2 (force) and [ρℓ]=μℓ−1 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.

3.1step 1.1step 1.2step 2.1∎

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

  • Energy reading. For the fixed-end model the uniqueness argument of [F2] uses the conserved energy 12∫0L(ut2+c2ux2) dx: a difference of two solutions with zero data has zero energy and therefore vanishes. Multiplication by the constant linear density ρℓ gives the model's mechanical energy for the string under the linear idealization; it is not a measured quantity on this page.

  • Fixed-end data and the odd extension. The fixed-end problem is treated through odd 2L-periodic extensions of the data (Sine coefficients, sine series and the odd periodic extension); the C5 and C4 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.

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Boundary data, regularity limits and open scopes of the continuum page, and the model-versus-nature reading

Physical scope

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

5 · Examples, experiments and counterexamples

None yet.

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