Nonlinear structural finite element analysis using the preconditioned Lanczos method on serial and parallel computers

Abstract

The application of the Lanczos algorithm in Newton-like methods for solving non-linear systems of equations arising in nonlinear structural finite element analysis is presented. It is shown that with appropriate preconditioners iterative methods can be developed which are robust and efficient even for ill conditioned problems. Though the real advantage of iterative solvers seems to exist on distributed memory machines, even on serial machines the performance can be improved compared with direct solvers while saving memory capacity. With a specific modification of the Lanczos algorithm in combination with arc-length procedures a further speed-up of the nonlinear analysis can be achieved.