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

Problem checklist

Material elastic properties  

Young modulus E= 3.6 GPa
Poisson ratio ν= 0.36 
Density ρ= 1.3e+3 kg/m3
Yield stress σyield= 50 MPa

Volumetric forces  

Type Self-weight
Density ρ= 1.3e+3 kg/m3
Gravity acceleration g= 9.81 m/s2
Direction z-

BC #1  

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

BC #2  

Projection of the stress tensor σ on the outward normal n^
Stress projection over n in x (σn^)x= 20 MPa
Stress projection over n in x (σn^)y= 50 MPa
Stress projection over n in x (σn^)z= 100 MPa

BC #4  

Total force acting on set of surfaces
Total force in x Fx= 0
Total force in y Fy= 0
Total force in z Fz= 260 N

Spatial discretization  

Meshing back-end Gmsh   4.0.6
Mesh order 1
Mesh characteristic length c 1.46 mm
Nodes 26.9 k
   Tetrahedra 96.8 k
   Triangles 44.4 k