ANZIAM J. 42 (E) ppC561--C585, 2000.

Development of a new integration algorithm for parallel implementation of the finite element elasto-plastic analysis

Z. Ding, S. Kalyanasundaram, L. Grosz, S. Roberts and M. Cardew-Hall

(Received 7 August 2000)

Abstract

The accurate integration of stress-strain relations is an important factor in element analysis for elasto-plastic problems. The conventional method for this problem is the Euler algorithm which divides the whole integration process into a number of smaller substeps of equal size. It is difficult to control the errors in such integration scheme. In this paper, we will present a new algorithm for integrating strain-stress relations. It is based on the third and the fourth order Runge-Kutta method. This substepping scheme controls the errors in the integration process by adjusting the substep size automatically. In order to implement the substepping scheme on parallel systems, a parallel preconditioned conjugate gradient method is developed. The resulting algorithms have been implemented on a parallel environment defined by a cluster of workstation and their performance will be presented.

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Authors

Z. Ding
Department of Engineering, Faculty of Engineering and Information Technology, The Australian National University, Canberra, ACT 0200, Australia
S. Kalyanasundaram
Department of Engineering, Faculty of Engineering and Information Technology, The Australian National University, Canberra, ACT 0200, Australia
L. Grosz
School of Mathematical Sciences The Australian National University, Canberra, ACT 0200, Australia
S. Roberts
School of Mathematical Sciences The Australian National University, Canberra, ACT 0200, Australia
M. Cardew-Hall
Department of Engineering, Faculty of Engineering and Information Technology, The Australian National University, Canberra, ACT 0200, Australia

Published 25 December, 2000

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Last Modified: Wed Dec 13 12:55:05 2000

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