Solver
 Solver back-end Fino v0.6.11-g5977a48
 Preconditioner Default (GAMG) Geometric Algebraic Multi Grid Complete LU Krylov method Default (GMRES) Generalized Minimal Residual Conjugate Gradient Preconditioned Conjugate Residuals Conjugate Gradient Squared Minimum Residual DOF ordering Default (node-based) Node-based Unknown-based Gradient evaluation Default (row-summed mass matrix for tet4 and Gauss-average for tet10) Average of the Gauss points closest to the node Average of the nodal values at the corners and average of corners and midpoints Average of the nodal values at every node Row-summed mass matrix weighted integral of shape functions Lobatto-diagonalized mass matrix weighted integral of shape functions Diagonal-scaled mass matrix weighted integral of shape functions Consistent (non-diagonalized) mass matrix weighted integral of shape functions

Material elastic properties

 Young modulus E=$E=$$E=$ 210 GPa Poisson ratio ν=$\nu =$$\nu=$ 0.28 Density ρ=$\rho =$$\rho=$ 7.8e+3 kg/m3 Yield stress σyield=${\sigma }_{\text{yield}}=$$\sigma_\text{yield}=$ 221 MPa

Volumetric forces

 Type None

fixation

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

 Total force acting on set of surfaces Total force in x Fx=${F}_{x}=$$F_x =$ 0 Total force in y Fy=${F}_{y}=$$F_y =$ -100 N Total force in z Fz=${F}_{z}=$$F_z =$ 0
 Meshing back-end Gmsh 4.4.0-git-57c46a7bc Mesh order 2 Mesh characteristic length ℓc${\ell }_{c}$$\ell_c$ 2.1 mm Nodes 34.2 k Tetrahedra 18.3 k Triangles 9.3 k