1. Reference problem

1.1. XZGLADCBEHFYGéométrie

The cube is in space \([0.\mathrm{,1}\mathrm{.}]\times [0.\mathrm{,1}\mathrm{.}]\times [0.\mathrm{,1}\mathrm{.}]\).

Coordinates of points \((m)\):

\(A:(0.,0.,0.)\)

\(G:(1.,1.,1.)\)

Cube geometry

\(L=\mathrm{1m}\)

1.2. Material properties

Isotropic elastic:

\(E=32\mathrm{GPa}\): Young’s module

\(\nu =0.2\): Poisson’s ratio

Law ENDO_ORTH_BETON

\({k}_{0}=300\mathrm{Pa}\); \({k}_{1}=\mathrm{10,5}\mathrm{MPa}\); \({k}_{2}=7\times {10}^{-4}\); \(\alpha =\mathrm{0,9}\);; \({\gamma }_{b}=1000\mathrm{Pa}\); \({\gamma }_{d}=60000\mathrm{Pa}\)

1.3. Boundary conditions and loads

They consist of movements imposed on each of the faces of the cube, and are expressed in meters.

1.4. Benchmark solution

This test is a non-regression test.