In physics, a Cauchy-elastic material is one in which the stress at each point is determined only by the current state of deformation with respect to an arbitrary reference configuration.[1] A Cauchy-elastic material is also called a simple elastic material.
It follows from this definition that the stress in a Cauchy-elastic material does not depend on the path of deformation or the history of deformation, or on the time taken to achieve that deformation or the rate at which the state of deformation is reached. The definition also implies that the constitutive equations are spatially local; that is, the stress is only affected by the state of deformation in an infinitesimal neighborhood of the point in question, without regard for the deformation or motion of the rest of the material. It also implies that body forces (such as gravity), and inertial forces cannot affect the properties of the material. Finally, a Cauchy-elastic material must satisfy the requirements of material objectivity.
Cauchy-elastic materials are mathematical abstractions, and no real material fits this definition perfectly. However, many elastic materials of practical interest, such as steel, plastic, wood and concrete, can often be assumed to be Cauchy-elastic for the purposes of stress analysis.
\boldsymbol{\sigma}
\boldsymbol{F}
\boldsymbol{\sigma}=l{G}(\boldsymbol{F})
l{G}
Material frame-indifference requires that the constitutive relation
l{G}
\boldsymbol{\sigma}*=l{G}(\boldsymbol{F}*)
\sigma
F
\begin{align}&\boldsymbol{\sigma}*&=&l{G}(\boldsymbol{F}*)\\ ⇒ &\boldsymbol{R} ⋅ \boldsymbol{\sigma} ⋅ \boldsymbol{R}T&=&l{G}(\boldsymbol{R} ⋅ \boldsymbol{F})\\ ⇒ &\boldsymbol{R} ⋅ l{G}(\boldsymbol{F}) ⋅ \boldsymbol{R}T&=&l{G}(\boldsymbol{R} ⋅ \boldsymbol{F}) \end{align}
\boldsymbol{R}
l{G}
\boldsymbol{\sigma}
\boldsymbol{B}=\boldsymbol{F} ⋅ \boldsymbol{F}T
\boldsymbol{\sigma}=l{H}(\boldsymbol{B}).
In order to find the restriction on
h
\begin{array}{rrcl}&\boldsymbol{\sigma}*&=&l{H}(\boldsymbol{B}*)\\ ⇒ &\boldsymbol{R} ⋅ \boldsymbol{\sigma} ⋅ \boldsymbol{R}T&=&l{H}(\boldsymbol{F}* ⋅ (\boldsymbol{F}*)T)\\ ⇒ &\boldsymbol{R} ⋅ l{H}(\boldsymbol{B}) ⋅ \boldsymbol{R}T&=&l{H}(\boldsymbol{R} ⋅ \boldsymbol{F} ⋅ \boldsymbol{F}T ⋅ \boldsymbol{R}T)\\ ⇒ &\boldsymbol{R} ⋅ l{H}(\boldsymbol{B}) ⋅ \boldsymbol{R}T&=&l{H}(\boldsymbol{R} ⋅ \boldsymbol{B} ⋅ \boldsymbol{R}T).\end{array}
A constitutive equation that respects the above condition is said to be isotropic.
Even though the stress in a Cauchy-elastic material depends only on the state of deformation, the work done by stresses may depend on the path of deformation. Therefore a Cauchy elastic material in general has a non-conservative structure, and the stress cannot necessarily be derived from a scalar "elastic potential" function. Materials that are conservative in this sense are called hyperelastic or "Green-elastic".