scholarly journals Richardson's iteration for nonsymmetric matrices

1984 ◽  
Vol 58 ◽  
pp. 343-361 ◽  
Author(s):  
Gerhard Opfer ◽  
Glenn Schober
2015 ◽  
Vol 8 (2) ◽  
pp. 168-198 ◽  
Author(s):  
Yvan Notay

AbstractAbout thirty years ago, Achi Brandt wrote a seminal paper providing a convergence theory for algebraic multigrid methods [Appl. Math. Comput., 19 (1986), pp. 23–56]. Since then, this theory has been improved and extended in a number of ways, and these results have been used in many works to analyze algebraic multigrid methods and guide their developments. This paper makes a concise exposition of the state of the art. Results for symmetric and nonsymmetric matrices are presented in a unified way, highlighting the influence of the smoothing scheme on the convergence estimates. Attention is also paid to sharp eigenvalue bounds for the case where one uses a single smoothing step, allowing straightforward application to deflation-based preconditioners and two-level domain decomposition methods. Some new results are introduced whenever needed to complete the picture, and the material is self-contained thanks to a collection of new proofs, often shorter than the original ones.


Author(s):  
Bram de Kraker ◽  
Dick H. van Campen

Abstract In this paper the Craig-Bampton CMS procedure for the reduction and successive coupling of undamped structural subsystems with symmetric system matrices will be modified for the case of general damping and nonsymmetric matrices. This leads to a Ritz-transformation matrix based on left- and right static and dynamic modes (complex vectors). The physical meaning of these modes will be illustrated and two examples (a damped beam system and a rotor-system with gyroscopy and a cross-coupling bearing model) will be presented and discussed showing the potential of this extension of the Craig-Bampton procedure.


2009 ◽  
Vol 2009 ◽  
pp. 1-8 ◽  
Author(s):  
Helmut J. Holl

The discretisation of rotordynamic systems usually results in a high number of coordinates, so the computation of the solution of the equations of motion is very time consuming. An efficient semianalytic time-integration method combined with a substructure technique is given, which accounts for nonsymmetric matrices and local nonlinearities. The partitioning of the equation of motion into two substructures is performed. Symmetric and linear background systems are defined for each substructure. The excitation of the substructure comes from the given excitation force, the nonlinear restoring force, the induced force due to the gyroscopic and circulatory effects of the substructure under consideration and the coupling force of the substructures. The high effort for the analysis with complex numbers, which is necessary for nonsymmetric systems, is omitted. The solution is computed by means of an integral formulation. A suitable approximation for the unknown coordinates, which are involved in the coupling forces, has to be introduced and the integration results in Green's functions of the considered substructures. Modal analysis is performed for each linear and symmetric background system of the substructure. Modal reduction can be easily incorporated and the solution is calculated iteratively. The numerical behaviour of the algorithm is discussed and compared to other approximate methods of nonlinear structural dynamics for a benchmark problem and a representative example.


2013 ◽  
Vol 127 (1) ◽  
pp. 35-55 ◽  
Author(s):  
Shengguo Li ◽  
Ming Gu ◽  
Lizhi Cheng

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