Solver
Solver back-end Fino   v0.6.12-gca694fb
Advanced settings
Preconditioner
Krylov method
DOF ordering
Gradient evaluation

Problem checklist

Material elastic properties  

Young modulus E= 200 GPa
Poisson ratio ν= 0.3 
Density ρ= 7.87e+3 kg/m3
Yield stress σyield= 400 MPa

Volumetric forces  

Type None

left  

Type Prescribed displacement
Displ. in x u= 0

front  

Type Prescribed displacement
Displ. in y v= 0

bottom  

Type Prescribed displacement
Displ. in z w= 0

right  

Projection of the stress tensor σ on the outward normal n^
Stress projection over n in x (σn^)x= 1 MPa
Stress projection over n in x (σn^)y= 1 MPa
Stress projection over n in x (σn^)z= 1 MPa

back  

Projection of the stress tensor σ on the outward normal n^
Stress projection over n in x (σn^)x= 1 MPa
Stress projection over n in x (σn^)y= 2 MPa
Stress projection over n in x (σn^)z= 1 MPa

top  

Projection of the stress tensor σ on the outward normal n^
Stress projection over n in x (σn^)x= 1 MPa
Stress projection over n in x (σn^)y= 1 MPa
Stress projection over n in x (σn^)z= 3 MPa

Spatial discretization  

Meshing back-end Gmsh   4.4.0
Mesh order 2
Mesh characteristic length c 0.05 mm
Nodes 50 k
   Tetrahedra 33.1 k
   Triangles 5.6 k