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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 20
ADVANCES IN PARALLEL AND VECTOR PROCESSING FOR STRUCTURAL MECHANICS Edited by: B.H.V. Topping and M. Papadrakakis
Paper VI.3
Parallel Dynamic Relaxation and Domain Decomposition B.H.V. Topping, A.I. Khan and J.K. Wilson
Heriot-Watt University, Edinburgh, United Kingdom B.H.V. Topping, A.I. Khan, J.K. Wilson, "Parallel Dynamic Relaxation and Domain Decomposition", in B.H.V. Topping, M. Papadrakakis, (Editors), "Advances in Parallel and Vector Processing for Structural Mechanics", Civil-Comp Press, Edinburgh, UK, pp 215-232, 1994. doi:10.4203/ccp.20.6.3
Abstract
This paper examines three methods of domain decomposition
for use with parallel Dynamic Relaxation,
namely the Subdomain Generation Method,
Farhat's Method and Simon's Method. The objective
was to compare the computational time for exact
load balancing as opposed to approximate load
balancing. The sensitivity of the efficiency of the
nonlinear analysis to the load balancing and inter-domain
boundary nodes is examined. The nonlinear
finite element analysis method, Dynamic Relaxation,
is examined and a parallel algorithm with automatic
domain decomposition interface presented. The total
processing time incurred by each domain decomposition
method has been measured for three examples.
The Subdomain Generation Method was found to be
the most efficient with respect to the overall processing
time when the computational load was increased.
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