3. B modeling

The modeling is 2D with quadrangular elements.

The stress tensor imposed on the material is equal to:

# SIXX SIYY SIZZ SIXY

# 1.E+02 2.E+02 0. 5.E+01

It is then easy to calculate the various components of field SIRO_ELEM on facets whose normals are respectively the vectors \((\mathrm{1.,}0.)\) and \((\mathrm{0,}1)\):

Normal \((\mathrm{1.,}0.)\) SIG_NX 1.E+02 # SIG_NY 5.E+01 SIG_NZ 0. SIG_N 1.E+02 # SIG_TX 5.E+01 # SIG_TY 2.E+02 SIG_TZ 0. # SIG_T1X 5.E+01 # SIG_T1Y 2.E+02 SIG_T1Z 0. # SIG_T1 2.E+02 SIG_T2X 0. SIG_T2Y 0. SIG_T2Z 0. SIG_T2 0. # SIG_TN5 .E+01

Normal \((\mathrm{0,}1.)\) # SIG_NX 5.E+01 # SIG_NY 2.E+02 SIG_NZ 0. # SIG_N 2.E+02 # SIG_TX -1.E+02 # SIG_TY -5.E+01 SIG_TZ 0. # SIG_T1X -1.E+02 # SIG_T1Y -5.E+01 SIG_T1Z 0. SIG_T1 1.E+02 SIG_T2X 0. SIG_T2Y 0. SIG_T2Z 0. SIG_T2 0. # SIG_TN -5.E+02