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Constitutive equation
Constitutive equation
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In physics and engineering, a constitutive equation or constitutive relation is a relation between two or more physical quantities (especially kinetic quantities as related to kinematic quantities) that is specific to a material or substance or field, and approximates its response to external stimuli, usually as applied fields or forces. They are combined with other equations governing physical laws to solve physical problems; for example in fluid mechanics the flow of a fluid in a pipe, in solid state physics the response of a crystal to an electric field, or in structural analysis, the connection between applied stresses or loads to strains or deformations.

Some constitutive equations are simply phenomenological; others are derived from first principles. A common approximate constitutive equation frequently is expressed as a simple proportionality using a parameter taken to be a property of the material, such as electrical conductivity or a spring constant. However, it is often necessary to account for the directional dependence of the material, and the scalar parameter is generalized to a tensor. Constitutive relations are also modified to account for the rate of response of materials and their non-linear behavior.[1] See the article Linear response function.

Mechanical properties of matter

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The first constitutive equation (constitutive law) was developed by Robert Hooke and is known as Hooke's law. It deals with the case of linear elastic materials. Following this discovery, this type of equation, often called a "stress-strain relation" in this example, but also called a "constitutive assumption" or an "equation of state" was commonly used. Walter Noll advanced the use of constitutive equations, clarifying their classification and the role of invariance requirements, constraints, and definitions of terms like "material", "isotropic", "aeolotropic", etc. The class of "constitutive relations" of the form stress rate = f (velocity gradient, stress, density) was the subject of Walter Noll's dissertation in 1954 under Clifford Truesdell.[2]

In modern condensed matter physics, the constitutive equation plays a major role. See Linear constitutive equations and Nonlinear correlation functions.[3]

Definitions

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Quantity (common name/s) (Common) symbol/s Defining equation SI units Dimension
General stress,
pressure
P, σ
F is the perpendicular component of the force applied to area A
Pa = N⋅m−2 [M][L]−1[T]−2
General strain ε
  • D, dimension (length, area, volume)
  • ΔD, change in dimension of material
1 Dimensionless
General elastic modulus Emod Pa = N⋅m−2 [M][L]−1[T]−2
Young's modulus E, Y Pa = N⋅m−2 [M][L]−1[T] −2
Shear modulus G Pa = N⋅m−2 [M][L]−1[T]−2
Bulk modulus K, B Pa = N⋅m−2 [M][L]−1[T]−2
Compressibility C Pa−1 = m2⋅N−1 [M]−1[L][T]2

Deformation of solids

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Friction

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Friction is a complicated phenomenon. Macroscopically, the friction force F at the interface of two materials can be modelled as proportional to the reaction force R at a point of contact between two interfaces through a dimensionless coefficient of friction μf, which depends on the pair of materials:

This can be applied to static friction (friction preventing two stationary objects from slipping on their own), kinetic friction (friction between two objects scraping/sliding past each other), or rolling (frictional force which prevents slipping but causes a torque to exert on a round object).

Stress and strain

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The stress-strain constitutive relation for linear materials is commonly known as Hooke's law. In its simplest form, the law defines the spring constant (or elasticity constant) k in a scalar equation, stating the tensile/compressive force is proportional to the extended (or contracted) displacement x:

meaning the material responds linearly. Equivalently, in terms of the stress σ, Young's modulus E, and strain ε (dimensionless):

In general, forces which deform solids can be normal to a surface of the material (normal forces), or tangential (shear forces), this can be described mathematically using the stress tensor:

where C is the elasticity tensor and S is the compliance tensor.

Solid-state deformation

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Several classes of deformation in elastic materials are the following:[4]

Plastic
The applied force induces non-recoverable deformation in the material when the stress (or elastic strain) reaches a critical magnitude, called the yield point.
Elastic
The material recovers its initial shape after deformation.
Viscoelastic
If the time-dependent resistive contributions are large, and cannot be neglected. Rubbers and plastics have this property, and certainly do not satisfy Hooke's law. In fact, elastic hysteresis occurs.
Anelastic
If the material is close to elastic, but the applied force induces additional time-dependent resistive forces (i.e. depend on rate of change of extension/compression, in addition to the extension/compression). Metals and ceramics have this characteristic, but it is usually negligible, although not so much when heating due to friction occurs (such as vibrations or shear stresses in machines).
Hyperelastic
The applied force induces displacements in the material following a strain energy density function.

Collisions

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The relative speed of separation vseparation of an object A after a collision with another object B is related to the relative speed of approach vapproach by the coefficient of restitution, defined by Newton's experimental impact law:[5]

which depends on the materials A and B are made from, since the collision involves interactions at the surfaces of A and B. Usually 0 ≤ e ≤ 1, in which e = 1 for completely elastic collisions, and e = 0 for completely inelastic collisions. It is possible for e ≥ 1 to occur – for superelastic (or explosive) collisions.

Deformation of fluids

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The drag equation gives the drag force D on an object of cross-section area A moving through a fluid of density ρ at velocity v (relative to the fluid)

where the drag coefficient (dimensionless) cd depends on the geometry of the object and the drag forces at the interface between the fluid and object.

For a Newtonian fluid of viscosity μ, the shear stress τ is linearly related to the strain rate (transverse flow velocity gradient) ∂u/∂y (units s−1). In a uniform shear flow:

with u(y) the variation of the flow velocity u in the cross-flow (transverse) direction y. In general, for a Newtonian fluid, the relationship between the elements τij of the shear stress tensor and the deformation of the fluid is given by

  with     and  

where vi are the components of the flow velocity vector in the corresponding xi coordinate directions, eij are the components of the strain rate tensor, Δ is the volumetric strain rate (or dilatation rate) and δij is the Kronecker delta.[6]

The ideal gas law is a constitutive relation in the sense the pressure p and volume V are related to the temperature T, via the number of moles n of gas:

where R is the gas constant (J⋅K−1⋅mol−1).

Electromagnetism

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In both classical and quantum physics, the precise dynamics of a system form a set of coupled differential equations, which are almost always too complicated to be solved exactly, even at the level of statistical mechanics. In the context of electromagnetism, this remark applies to not only the dynamics of free charges and currents (which enter Maxwell's equations directly), but also the dynamics of bound charges and currents (which enter Maxwell's equations through the constitutive relations). As a result, various approximation schemes are typically used.

For example, in real materials, complex transport equations must be solved to determine the time and spatial response of charges, for example, the Boltzmann equation or the Fokker–Planck equation or the Navier–Stokes equations. For example, see magnetohydrodynamics, fluid dynamics, electrohydrodynamics, superconductivity, plasma modeling. An entire physical apparatus for dealing with these matters has developed. See for example, linear response theory, Green–Kubo relations and Green's function (many-body theory).

These complex theories provide detailed formulas for the constitutive relations describing the electrical response of various materials, such as permittivities, permeabilities, conductivities and so forth.

It is necessary to specify the relations between displacement field D and E, and the magnetic H-field H and B, before doing calculations in electromagnetism (i.e. applying Maxwell's macroscopic equations). These equations specify the response of bound charge and current to the applied fields and are called constitutive relations.

Determining the constitutive relationship between the auxiliary fields D and H and the E and B fields starts with the definition of the auxiliary fields themselves:

where P is the polarization field and M is the magnetization field which are defined in terms of microscopic bound charges and bound current respectively. Before getting to how to calculate M and P it is useful to examine the following special cases.

Without magnetic or dielectric materials

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In the absence of magnetic or dielectric materials, the constitutive relations are simple:

where ε0 and μ0 are two universal constants, called the permittivity of free space and permeability of free space, respectively.

Isotropic linear materials

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In an (isotropic[7]) linear material, where P is proportional to E, and M is proportional to B, the constitutive relations are also straightforward. In terms of the polarization P and the magnetization M they are:

where χe and χm are the electric and magnetic susceptibilities of a given material respectively. In terms of D and H the constitutive relations are:

where ε and μ are constants (which depend on the material), called the permittivity and permeability, respectively, of the material. These are related to the susceptibilities by:

General case

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For real-world materials, the constitutive relations are not linear, except approximately. Calculating the constitutive relations from first principles involves determining how P and M are created from a given E and B.[note 1] These relations may be empirical (based directly upon measurements), or theoretical (based upon statistical mechanics, transport theory or other tools of condensed matter physics). The detail employed may be macroscopic or microscopic, depending upon the level necessary to the problem under scrutiny.

In general, the constitutive relations can usually still be written:

but ε and μ are not, in general, simple constants, but rather functions of E, B, position and time, and tensorial in nature. Examples are:

  • Dispersion and absorption where ε and μ are functions of frequency. (Causality does not permit materials to be nondispersive; see, for example, Kramers–Kronig relations.) Neither do the fields need to be in phase, which leads to ε and μ being complex. This also leads to absorption.
  • Nonlinearity where ε and μ are functions of E and B.
  • Anisotropy (such as birefringence or dichroism) which occurs when ε and μ are second-rank tensors,
  • Dependence of P and M on E and B at other locations and times. This could be due to spatial inhomogeneity; for example in a domained structure, heterostructure or a liquid crystal, or most commonly in the situation where there are simply multiple materials occupying different regions of space. Or it could be due to a time varying medium or due to hysteresis. In such cases P and M can be calculated as:[8][9] in which the permittivity and permeability functions are replaced by integrals over the more general electric and magnetic susceptibilities.[10] In homogeneous materials, dependence on other locations is known as spatial dispersion.

As a variation of these examples, in general materials are bianisotropic where D and B depend on both E and H, through the additional coupling constants ξ and ζ:[11]

In practice, some materials properties have a negligible impact in particular circumstances, permitting neglect of small effects. For example: optical nonlinearities can be neglected for low field strengths; material dispersion is unimportant when frequency is limited to a narrow bandwidth; material absorption can be neglected for wavelengths for which a material is transparent; and metals with finite conductivity often are approximated at microwave or longer wavelengths as perfect metals with infinite conductivity (forming hard barriers with zero skin depth of field penetration).

Some man-made materials such as metamaterials and photonic crystals are designed to have customized permittivity and permeability.

Calculation of constitutive relations

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The theoretical calculation of a material's constitutive equations is a common, important, and sometimes difficult task in theoretical condensed-matter physics and materials science. In general, the constitutive equations are theoretically determined by calculating how a molecule responds to the local fields through the Lorentz force. Other forces may need to be modeled as well such as lattice vibrations in crystals or bond forces. Including all of the forces leads to changes in the molecule which are used to calculate P and M as a function of the local fields.

The local fields differ from the applied fields due to the fields produced by the polarization and magnetization of nearby material; an effect which also needs to be modeled. Further, real materials are not continuous media; the local fields of real materials vary wildly on the atomic scale. The fields need to be averaged over a suitable volume to form a continuum approximation.

These continuum approximations often require some type of quantum mechanical analysis such as quantum field theory as applied to condensed matter physics. See, for example, density functional theory, Green–Kubo relations and Green's function.

A different set of homogenization methods (evolving from a tradition in treating materials such as conglomerates and laminates) are based upon approximation of an inhomogeneous material by a homogeneous effective medium[12][13] (valid for excitations with wavelengths much larger than the scale of the inhomogeneity).[14][15][16][17]

The theoretical modeling of the continuum-approximation properties of many real materials often rely upon experimental measurement as well.[18] For example, ε of an insulator at low frequencies can be measured by making it into a parallel-plate capacitor, and ε at optical-light frequencies is often measured by ellipsometry.

Thermoelectric and electromagnetic properties of matter

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These constitutive equations are often used in crystallography, a field of solid-state physics.[19]

Electromagnetic properties of solids
Property/effect Stimuli/response parameters of system Constitutive tensor of system Equation
Hall effect
ρ, electrical resistivity (Ω⋅m)
Direct Piezoelectric Effect
d, direct piezoelectric coefficient (C⋅N−1)
Converse Piezoelectric Effect
  • ε, Strain (dimensionless)
  • E, electric field strength (N⋅C−1)
d, direct piezoelectric coefficient (C⋅N−1)
Piezomagnetic effect
q, piezomagnetic coefficient (A⋅N−1⋅m)
Thermoelectric properties of solids
Property/effect Stimuli/response parameters of system Constitutive tensor of system Equation
Pyroelectricity
  • P, (dielectric) polarization (C⋅m−2)
  • T, temperature (K)
p, pyroelectric coefficient (C⋅m−2⋅K−1)
Electrocaloric effect
  • S, entropy (J⋅K−1)
  • E, electric field strength (N⋅C−1)
p, pyroelectric coefficient (C⋅m−2⋅K−1)
Seebeck effect
  • E, electric field strength (N⋅C−1 = V⋅m−1)
  • T, temperature (K)
  • x, displacement (m)
β, thermopower (V⋅K−1)
Peltier effect
  • E, electric field strength (N⋅C−1)
  • J, electric current density (A⋅m−2)
  • q, heat flux (W⋅m−2)
Π, Peltier coefficient (W⋅A−1)

Photonics

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The (absolute) refractive index of a medium n (dimensionless) is an inherently important property of geometric and physical optics defined as the ratio of the luminal speed in vacuum c0 to that in the medium c:

where ε is the permittivity and εr the relative permittivity of the medium, likewise μ is the permeability and μr are the relative permeability of the medium. The vacuum permittivity is ε0 and vacuum permeability is μ0. In general, n (also εr) are complex numbers.

The relative refractive index is defined as the ratio of the two refractive indices. Absolute is for one material, relative applies to every possible pair of interfaces;

Speed of light in matter

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As a consequence of the definition, the speed of light in matter is

for special case of vacuum; ε = ε0 and μ = μ0,

Piezooptic effect

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The piezooptic effect relates the stresses in solids σ to the dielectric impermeability a, which are coupled by a fourth-rank tensor called the piezooptic coefficient Π (units K−1):

Transport phenomena

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Definitions

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Definitions (thermal properties of matter)
Quantity (common name/s) (Common) symbol/s Defining equation SI units Dimension
General heat capacity C, heat capacity of substance J⋅K−1 [M][L]2[T]−2[Θ]−1
linear thermal expansion coefficient
  • L, length of material (m)
  • α, coefficient linear thermal expansion (dimensionless)
  • ε, strain tensor (dimensionless)
K−1 [Θ]−1
Volumetric thermal expansion coefficient β, γ
  • V, volume of object (m3)
  • p, constant pressure of surroundings
K−1 [Θ]−1
Thermal conductivity κ, K, λ,
W⋅m−1⋅K−1 [M][L][T]−3[Θ]−1
Thermal conductance U W⋅m−2⋅K−1 [M][T]−3[Θ]−1
Thermal resistance R
Δx, displacement of heat transfer (m)
m2⋅K⋅W−1 [M]−1[L][T]3[Θ]
Definitions (electrical/magnetic properties of matter)
Quantity (common name/s) (Common) symbol/s Defining equation SI units Dimension
Electrical resistance R Ω, V⋅A−1 = J⋅s⋅C−2 [M][L]2[T]−3[I]−2
Resistivity ρ Ω⋅m [M]2[L]2[T]−3[I]−2
Resistivity temperature coefficient, linear temperature dependence α K−1 [Θ]−1
Electrical conductance G S = Ω−1 [M]−1[L]−2[T]3[I]2
Electrical conductivity σ Ω−1⋅m−1 [M]−2[L]−2[T]3[I]2
Magnetic reluctance R, Rm, A⋅Wb−1 = H−1 [M]−1[L]−2[T]2
Magnetic permeance P, Pm, Λ, Wb⋅A−1 = H [M][L]2[T]−2

Definitive laws

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There are several laws which describe the transport of matter, or properties of it, in an almost identical way. In every case, in words they read:

Flux (density) is proportional to a gradient, the constant of proportionality is the characteristic of the material.

In general the constant must be replaced by a 2nd rank tensor, to account for directional dependences of the material.

Property/effect Nomenclature Equation
Fick's law of diffusion, defines diffusion coefficient D
Darcy's law for fluid flow in porous media, defines permeability κ
Ohm's law of electric conduction, defines electric conductivity (and hence resistivity and resistance)

Simplest form is:

More general forms are:

Fourier's law of thermal conduction, defines thermal conductivity λ
Stefan–Boltzmann law of black-body radiation, defines emmisivity ε

For a single radiator:

For a temperature difference
  • 0 ≤ ε ≤ 1; 0 for perfect reflector, 1 for perfect absorber (true black body)

See also

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Notes

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References

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Revisions and contributorsEdit on WikipediaRead on Wikipedia
from Grokipedia
In physics and engineering, a constitutive equation is a relation between two or more physical quantities (often tensors) that is specific to a material, such as the response of a continuum to external stimuli by linking measures of deformation, such as stress and strain, along with possible dependencies on strain history, strain rate, temperature, or other field quantities. These equations are material-specific and essential for completing the governing equations of motion, as they provide the closure needed to solve for unknowns in conservation balances like mass, momentum, and energy. Unlike universal conservation laws, constitutive equations are not derived from first principles but are postulated based on experimental observations and must satisfy fundamental constraints to ensure physical realism. Constitutive equations play a central role in modeling the mechanical, thermal, and other behaviors of , fluids, and other continua, enabling predictions of how materials deform, flow, or dissipate under various loading conditions. Key requirements include adherence to the —such as the free energy imbalance, where the rate of work done by stresses is at least as large as the rate of change of the material's free energy—objectivity (or material frame indifference), which ensures the equations yield consistent results regardless of the observer's , and often material symmetry considerations like or . For stability, they may also need to meet criteria like Drucker's postulate, requiring non-negative work for closed deformation cycles. Beyond , constitutive equations are also fundamental in (e.g., relating electric displacement to ), , and . Notable examples include for linear elastic solids, expressed as σ=2με+λ(trε)I\boldsymbol{\sigma} = 2\mu \boldsymbol{\varepsilon} + \lambda (\mathrm{tr} \boldsymbol{\varepsilon}) \mathbf{I}, where σ\boldsymbol{\sigma} is the stress tensor, ε\boldsymbol{\varepsilon} is the infinitesimal strain tensor, and μ\mu, λ\lambda are Lamé constants reflecting material stiffness. In fluids, Newton's law of viscosity for incompressible Newtonian fluids gives σ=pI+2μD\boldsymbol{\sigma} = -p \mathbf{I} + 2\mu \mathbf{D}, with pp as and D\mathbf{D} as the rate-of-deformation tensor. More advanced forms, such as hyperelastic models for rubbers or viscoelastic equations for polymers, extend these to nonlinear, time-dependent, or large-deformation regimes, often derived from a like the . These relations underpin applications in fields, from to , by capturing diverse material behaviors under complex conditions.

Fundamentals

Definition and Role in Physics

A constitutive equation is a mathematical relation between two or more physical quantities, often represented as tensors or vectors, that specifies the response of a material to external influences, such as linking forces to deformations or fields to fluxes, and is particular to the material's intrinsic properties rather than derived directly from universal physical laws. These equations describe how state variables, including stress (a measure of internal forces) and strain (a measure of deformation), interact within a continuum, providing a framework for modeling material behavior at macroscopic scales. In physics, constitutive equations serve to close systems of governing equations, such as those from , , and , by relating kinematic variables (like or deformation rates) to kinetic variables (like stress or ), thereby enabling the prediction of a material's dynamic response under applied loads or fields without relying on first-principles derivations. For example, they connect stress to strain in solids or electric displacement to in dielectrics, allowing simulations of phenomena like structural deformation or electromagnetic wave . This role is essential in , where the equations must satisfy principles like frame indifference and the second law of to ensure physical consistency. Constitutive equations are generally classified as phenomenological, which are empirical models constructed from observed macroscopic behaviors and validated through experiments, or derived, which are obtained from analyses of the material's underlying microstructure or atomic-scale interactions. They are further categorized as linear, where the material response is directly proportional to the stimulus (applicable to small deformations or weak fields), or nonlinear, which account for more complex behaviors like large strains or saturation effects. The importance of constitutive equations in physical modeling lies in their ability to quantify and simulate how materials perform under diverse mechanical, thermal, or electromagnetic conditions, facilitating applications from design to geophysical predictions by bridging theoretical principles with real-world observations.

Historical Context

The origins of constitutive equations trace back to the late , when formulated an empirical relation for the restoring force in springs, stating that this force is directly proportional to the extension or compression, as detailed in his 1678 work De Potentia Restitutiva. This linear proportionality, now known as , laid the groundwork for relating mechanical stress to deformation in elastic bodies. Building on such empirical observations, the early 19th century saw significant advancements in continuum descriptions; , in his 1822 memoir to the Académie des Sciences, derived the general equations of elasticity by assuming molecular interactions akin to those in gases, thereby establishing stress-strain relations for isotropic solids. Midway through the century, Adhémar Jean Claude Barré de Saint-Venant extended these ideas to viscous fluids in the and , incorporating frictional resistance proportional to velocity gradients, which formed the basis for Newtonian viscous constitutive relations in . The mid- to late marked a maturation of mathematical frameworks for constitutive relations across physics. introduced the stress tensor in the 1820s through his tetrahedron argument, providing a symmetric second-order tensor to describe the state of stress at a point in a continuum, independent of the . In , James Clerk Maxwell's 1860s formulations, culminating in his 1865 paper "A Dynamical Theory of the ," included constitutive relations such as D=ϵE\mathbf{D} = \epsilon \mathbf{E} and B=μH\mathbf{B} = \mu \mathbf{H} for linear media, unifying electric displacement and magnetic induction with field intensities. Concurrently, the tensor formalism essential for handling anisotropic behaviors was advanced by in the late 1880s, who developed notation to contract fourth-order elasticity tensors into matrices, enabling compact representations of material symmetries in crystal physics. Key milestones in the early addressed nonlinearities and thermodynamic principles. proposed his yield criterion in 1913, introducing a nonlinear constitutive model for plastic deformation in metals based on the second invariant of the deviatoric stress tensor, which predicted yielding under multiaxial loading more accurately than prior theories. In 1931, derived reciprocal relations from , ensuring that the phenomenological coefficients in linear constitutive equations for coupled transport processes—such as and heat flow—satisfy symmetry conditions for thermodynamic consistency near equilibrium. The mid-20th century transitioned constitutive theory toward a rigorous axiomatic foundation in , led by Clifford Truesdell in the 1950s, who emphasized material objectivity and frame-indifference in formulating general constitutive equations free from assumptions. The rise of from the 1920s onward profoundly influenced this evolution by enabling microscopic derivations of macroscopic relations; for instance, atomic-scale interactions derived via provided justifications for and elasticity coefficients in fluids and solids, bridging empirical models with fundamental principles. Early constitutive models predominantly assumed and time-independence, limiting their applicability to homogeneous materials under quasi-static conditions, but subsequent refinements in the late 19th and 20th centuries incorporated —via groups—and rate-dependence to capture viscoelastic and behaviors in diverse media.

Mechanics

Solid Mechanics

In solid mechanics, constitutive equations relate the stress tensor to the strain tensor, describing how solid materials respond to deformation under applied loads. The σij\sigma_{ij} represents the internal forces per unit area acting on a surface element within the material, where ii and jj denote the direction of the normal to the surface and the force component, respectively. The infinitesimal strain tensor εij\varepsilon_{ij} quantifies small deformations and is defined as εij=12(uixj+ujxi)\varepsilon_{ij} = \frac{1}{2} \left( \frac{\partial u_i}{\partial x_j} + \frac{\partial u_j}{\partial x_i} \right), with uiu_i as the displacement components; this captures both normal and shear strains. For linear elastic solids, the constitutive relation follows , expressed in tensor form as σij=Cijklεkl\sigma_{ij} = C_{ijkl} \varepsilon_{kl}, where CijklC_{ijkl} is the fourth-order stiffness tensor that encodes the material's elastic . In isotropic materials, this simplifies to σij=λεkkδij+2μεij\sigma_{ij} = \lambda \varepsilon_{kk} \delta_{ij} + 2\mu \varepsilon_{ij}, with λ\lambda and μ\mu as the Lamé constants, δij\delta_{ij} as the , and εkk\varepsilon_{kk} as the trace of the strain tensor; this form assumes small strains and linear stress-strain proportionality. In plasticity, constitutive equations govern irreversible deformations beyond the elastic limit, often incorporating a yield criterion to initiate flow. The , widely used for ductile metals, defines yielding when the equivalent stress σeq=32sijsij=σy\sigma_{eq} = \sqrt{\frac{3}{2} s_{ij} s_{ij}} = \sigma_y
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