Solver
Solver back-end Fino   v0.5.229-g6a0d611
Advanced settings
Preconditioner
Krylov method
DOF ordering
Gradient evaluation

Problem checklist

Material elastic properties  

Young modulus E= 1 GPa
Poisson ratio ν= 0.37 
Density ρ= 8.9e+3 kg/m3
Yield stress σyield= 9 MPa

Volumetric forces  

Type None

podciśnienie  

Projection of the stress tensor σ on the outward normal n^
Stress projection over n in x (σn^)x=
Stress projection over n in x (σn^)y= 0
Stress projection over n in x (σn^)z= 0

BC #2  

Type Fixed face
Zero displacement in all directions u= v=  w=  0

Spatial discretization  

Meshing back-end Gmsh   4.0.6
Mesh order 1
Mesh characteristic length c 0.979 mm
Nodes 10.1 k
   Tetrahedra 40.8 k
   Triangles 14.6 k