1. Reference problem#

1.1. Geometry#

_images/1000000000000282000002034D164F335F836FDC.png
Face

\(\mathit{YZ}\)

\((\mathrm{1,3}\mathrm{,5}\mathrm{,7})\)

1.2. Material properties#

isotropic elasticity

\(E=200000\mathrm{MPa}\)

\(\nu =\mathrm{0,3}\)

Taheri plasticity

\({C}_{\mathrm{inf}}=0.065\mathrm{MPa}\)

\({C}_{1}=-0.012\mathrm{Mpa}\)

\(s=450\)

\(b=30\)

\(m=0.1\)

\(a=312\)

\(\alpha =0.3\)

\({R}_{o}=72\)

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 \(\mathrm{1XZ}\):

\(\mathrm{FX}=F(t)\)

_images/100002B000000F1700000B2A927F603020249C0E.svg

1.4. Initial conditions#

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