The ability to perform effective adaptive analysis has become a critical issue in the area of physical simulation. Of the multiple technologies required to realize a parallel adaptive analysis capability, automatic mesh generation is an enabling technology, filling a critical need in the appropriate discretization of a problem domain. The paving algorithm`s unique ability to generate a function-following quadrilateral grid is a substantial advantage in Sandia`s pursuit of a modified h-method adaptive capability. This characteristic combined with a strong transitioning ability allow the paving algorithm to place elements where an error function indicates more mesh resolution is needed. Although the original paving algorithm is highly serial, a two stage approach has been designed to parallelize the algorithm but also retain the nice qualities of the serial algorithm. The authors approach also allows the subdomain decomposition used by the meshing code to be shared with the finite element physics code, eliminating the need for data transfer across the processors between the analysis and remeshing steps. In addition, the meshed subdomains are adjusted with a dynamic load balancer to improve the original decomposition and maintain load efficiency each time the mesh has been regenerated. This initial parallel implementation assumes an approach of restarting the physics problem from time zero at each interaction, with a refined mesh adapting to the previous iterations objective function. The remeshing tools are being developed to enable real time remeshing and geometry regeneration. Progress on the redesign of the paving algorithm for parallel operation is discussed including extensions allowing adaptive control and geometry regeneration.
[1]
W. R. Witkowski,et al.
An adaptive finite element technique using element equilibrium and paving
,
1990
.
[2]
D. Flanagan,et al.
PRONTO 3D: A three-dimensional transient solid dynamics program
,
1989
.
[3]
T. L. Edwards,et al.
CUBIT mesh generation environment. Volume 1: Users manual
,
1994
.
[4]
Ted D. Blacker,et al.
Paving: A new approach to automated quadrilateral mesh generation
,
1991
.
[5]
Joseph E. Flaherty,et al.
A massively parallel adaptive finite element method with dynamic load balancing
,
1993,
Supercomputing '93. Proceedings.
[6]
Rekha Ranjana Rao,et al.
A Newton-Raphson Pseudo-Solid Domain Mapping Technique for Free and Moving Boundary Problems
,
1996
.
[7]
Timothy J. Tautges,et al.
The design of a parallel adaptive paving all-quadrilateral meshing algorithm
,
1995
.
[8]
Bruce Hendrickson,et al.
The Chaco user`s guide. Version 1.0
,
1993
.