Harry Yserentant
Technical University of Berlin
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Numerische Mathematik | 1986
Harry Yserentant
SummaryIn this paper we analyze the condition number of the stiffness matrices arising in the discretization of selfadjoint and positive definite plane elliptic boundary value problems of second order by finite element methods when using hierarchical bases of the finite element spaces instead of the usual nodal bases. We show that the condition number of such a stiffness matrix behaves like O((log κ)2) where κ is the condition number of the stiffness matrix with respect to a nodal basis. In the case of a triangulation with uniform mesh sizeh this means that the stiffness matrix with respect to a hierarchical basis of the finite element space has a condition number behaving like
Numerische Mathematik | 1988
Randolph E. Bank; Todd Dupont; Harry Yserentant
Impact of Computing in Science and Engineering | 1989
Peter Deuflhard; Peter Leinen; Harry Yserentant
O\left( {\left( {\log \frac{1}{h}} \right)^2 } \right)
Acta Numerica | 1993
Harry Yserentant
Numerische Mathematik | 1989
Randolph E. Bank; Bruno D. Welfert; Harry Yserentant
instead of
Numerische Mathematik | 1990
Harry Yserentant
Numerische Mathematik | 1993
Folkmar Bornemann; Harry Yserentant
O\left( {\left( {\frac{1}{h}} \right)^2 } \right)
Archive | 2010
Harry Yserentant
Numerische Mathematik | 2004
Harry Yserentant
for a nodal basis. The proofs of our theorems do not need any regularity properties of neither the continuous problem nor its discretization. Especially we do not need the quasiuniformity of the employed triangulations. As the representation of a finite element function with respect to a hierarchical basis can be converted very easily and quickly to its representation with respect to a nodal basis, our results mean that the method of conjugate gradients needs onlyO(log n) steps andO(n log n) computer operations to reduce the energy norm of the error by a given factor if one uses hierarchical bases or related preconditioning procedures. Heren denotes the dimension of the finite element space and of the discrete linear problem to be solved.
Numerische Mathematik | 2005
Harry Yserentant
SummaryWe derive and analyze the hierarchical basis-multigrid method for solving discretizations of self-adjoint, elliptic boundary value problems using piecewise linear triangular finite elements. The method is analyzed as a block symmetric Gauß-Seidel iteration with inner iterations, but it is strongly related to 2-level methods, to the standard multigridV-cycle, and to earlier Jacobi-like hierarchical basis methods. The method is very robust, and has a nearly optimal convergence rate and work estimate. It is especially well suited to difficult problems with rough solutions, discretized using highly nonuniform, adaptively refined meshes.