2. Benchmark solution#

2.1. Calculation method used for the reference solution#

It is a flat problem. We can look for the solution in the form of a rigid rotation and an elongation by a factor

_images/Object_2.svg

In the direction

_images/Object_3.svg

.

_images/Object_4.svg

The transformation gradient and the Green-Lagrange deformation are then:

_images/Object_5.svg

The behavioral relationship then leads to a diagonal Lagrangian stress tensor:

_images/Object_6.svg

The boundary condition of the equilibrium equation then allows us to determine the value of the elongation

_images/Object_7.svg

:

_images/Object_8.svg

The Cauchy constraint is given by:

_images/Object_9.svg

Finally, the force exerted on the faces:

  • [2,4]:

    _images/Object_10.svg
  • [4,3]:

    _images/Object_11.svg
  • [1,2,3,4]:

    _images/Object_12.svg

where

_images/Object_13.svg

represent the initial surfaces of the faces.

2.2. Benchmark results#

Displacements, the Cauchy constraint and the force exerted on the [2,4] and [4,3] faces are adopted as reference results.

At time \(t=\mathrm{2 }s\) :

We’re looking for

_images/Object_14.svg

such as lengthening

_images/Object_15.svg

be \(T=\mathrm{31 096}.154\mathrm{MPa}\).

The Cauchy constraint is then:

_images/Object_17.svg

The forces exerted are:

_images/Object_18.svg

At time \(t=\mathrm{3 }s\) :

The bar is back in its original state:

_images/Object_19.svg

2.3. Uncertainty about the solution#

Analytical solution.

2.4. Bibliographical references#

  1. Eric LORENTZ « A non-linear hyperelastic behavior relationship » Internal Note EDF/DER HI‑74/95/011/0