Solver
Solver back-end Fino   v0.5.231-g3b64662
Advanced settings
Preconditioner
Krylov method
DOF ordering
Gradient evaluation

Problem checklist

Materials elastic properties  

Material #1
Young modulus E= 2.05e+5 GPa
Poisson ratio ν= 0.28 
Density ρ= 7.87e+3 kg/m3
Yield stress σyield= 400 MPa
Material #2
Young modulus E= 0.2 GPa
Poisson ratio ν= 0.28 
Density ρ= 7.87e+3 kg/m3
Yield stress σyield= 400 MPa
Material #3
Young modulus E= 0.2 GPa
Poisson ratio ν= 0.28 
Density ρ= 7.87e+3 kg/m3
Yield stress σyield= 400 MPa
Material #4
Young modulus E= 0.2 GPa
Poisson ratio ν= 0.28 
Density ρ= 7.87e+3 kg/m3
Yield stress σyield= 400 MPa
Material #5
Young modulus E= 205 GPa
Poisson ratio ν= 0.28 
Density ρ= 7.87e+3 kg/m3
Yield stress σyield= 400 MPa
Material #6
Young modulus E= 205 GPa
Poisson ratio ν= 0.28 
Density ρ= 7.87e+3 kg/m3
Yield stress σyield= 400 MPa
Material #7
Young modulus E= 205 GPa
Poisson ratio ν= 0.28 
Density ρ= 7.87e+3 kg/m3
Yield stress σyield= 400 MPa
Material #8
Young modulus E= 205 GPa
Poisson ratio ν= 0.28 
Density ρ= 7.87e+3 kg/m3
Yield stress σyield= 400 MPa

Volumetric forces  

Type Self-weight
Density ρ= 7.87e+3 kg/m3
Gravity acceleration g= 9.81 m/s2
Direction y-

BC #1  

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

BC #2  

Type Prescribed displacement
Displ. in x u= 0
Displ. in z w= 0

BC #3  

Total force acting on set of surfaces
Total force in x Fx= 0
Total force in y Fy= 1.0e+4 N
Total force in z Fz= 0

Spatial discretization  

Meshing back-end Gmsh   4.2.3
Mesh order 2
Mesh characteristic length c 21 mm
Nodes 99.2 k
   Tetrahedra 67.3 k
   Triangles 10.8 k