1. Reference problem

1.1. Geometry

1.2. Material properties

isotropic elasticity	\(E=200000\mathrm{MPa}\)	\(\nu =\mathrm{0,3}\)
Saïd Taheri plasticity	\({C}_{\mathrm{inf}}=0.065\mathrm{MPa}\)	\({C}_{1}=-0.012\mathrm{Mpa}\)	\(s=450\)	\(b=30\)
	\(m=0.1\)	\(a=312\)	\(\alpha =0.3\)	\({R}_{o}=72\)
Viscosity: LEMAITRE	\(N=11\)	\(\text{UN\_SUR\_K}=3.28410E-04\)	\(\text{UN\_SUR\_M}=0.17857\)

1.3. Boundary conditions and loads

\(\mathrm{N04}\)	\(\mathrm{dx}=\mathrm{dy}=0\)	Face \(\mathrm{YZ}\):	\(\mathrm{FX}=\mathrm{FY}=-F(t)\)
\(\mathrm{N08}\)	\(\mathrm{dx}=\mathrm{dy}=\mathrm{dz}=0\)	Face \(\mathrm{XZ}\):	\(\mathrm{FX}=-F(t)\)
\(\mathrm{N02}\), \(\mathrm{N06}\)	\(\mathrm{dx}=0\)	Face \(\mathrm{1YZ}\):	\(\mathrm{FY}=F(t)\)
		Face \(\mathrm{1XZ}\):	\(\mathrm{FX}=F(t)\)

1.4. Initial conditions

Zero stresses and deformations at \(t=0\).