Two-level preconditioning of pure displacement non-conforming FEM systems (Q2760370)

From MaRDI portal





scientific article; zbMATH DE number 1684526
Language Label Description Also known as
English
Two-level preconditioning of pure displacement non-conforming FEM systems
scientific article; zbMATH DE number 1684526

    Statements

    0 references
    0 references
    19 December 2001
    0 references
    linear elasticity
    0 references
    locking-free preconditioner
    0 references
    Dirichlet boundary conditions
    0 references
    almost incompressible material
    0 references
    Crouzeix-Raviart linear non-conforming finite element
    0 references
    condition number
    0 references
    two-level basis
    0 references
    finite element spaces
    0 references
    Schur complement
    0 references
    scaling parameter
    0 references
    spectral analysis
    0 references
    preconditioned stiffness matrix
    0 references
    mesh-size parameter
    0 references
    convergence rate
    0 references
    0 references
    Two-level preconditioning of pure displacement non-conforming FEM systems (English)
    0 references
    The authors study numerically almost incompressible materials by using a plane linear elasticity problem with Dirichlet boundary conditions. To avoid the locking effect appearing if low-order conforming finite elements (FE) are used and Poisson ratio \(\nu \) tends to 0.5, the authors approximate the problem by means of Crouzeix-Raviart linear non-conforming FE. As the condition number of the resulting stiffness matrix goes to infinity if \(\nu \to 0.5\), the goal is to construct a locking-free preconditioner. NEWLINENEWLINENEWLINEThe proposed construction is based on a two-level basis of FE space. As finite element spaces on successive levels of mesh refinements are not nested for the Crouzeix-Raviart non-conforming FE, each coarse triangle is refined into four similar triangles, and forms a macroelement the interior nodal unknowns of which can be eliminated. It gives rise to a Schur complement written in block form. By taking the diagonal part of a block and introducing a scaling parameter \(\omega \), the authors define the preconditioner. Local spectral analysis is applied to determine \(\omega \) and, consequently, some other parameters, as e.g. the constant in the strengthened CSB inequality. The derived estimates for the condition number of the preconditioned stiffness matrix are uniform with respect to \(\nu \in (0,0.5)\) and to the mesh-size parameter. Numerical tests illustrate the theory and convergence rate of the method. Uniform meshes and simple convex polygonal domains are assumed in the theory and calculations, and the effects of non-uniform meshes and more complex geometries are not commented.
    0 references
    0 references

    Identifiers