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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 85
PROCEEDINGS OF THE FIFTEENTH UK CONFERENCE OF THE ASSOCIATION OF COMPUTATIONAL MECHANICS IN ENGINEERING Edited by: B.H.V. Topping
Paper 43
A New Objective Function for Mesh Untangling, Smoothing, Refinement and Coarsening X. Gu and B. Svendsen
Chair of Mechanics, University of Dortmund, Germany X. Gu, B. Svendsen, "A New Objective Function for Mesh Untangling, Smoothing, Refinement and Coarsening", in B.H.V. Topping, (Editor), "Proceedings of the Fifteenth UK Conference of the Association of Computational Mechanics in Engineering", Civil-Comp Press, Stirlingshire, UK, Paper 43, 2007. doi:10.4203/ccp.85.43
Keywords: mesh optimization, objective function, mesh quality, untangling, smoothing, steepest decent method.
Summary
In the past thirty years, much research work has been done on the
issue of improving mesh quality. Mesh smoothing is the most
commonly used technique, which reposition nodes to improve mesh
quality without changing the topology.
A very popular mesh smoothing technique is Laplacian
smoothing [1,2], which relocates the interior nodes
by solving a Laplacian equation. The method is simple to implement
and computationally inexpensive, but it has a drawback that it
does not guarantee the improvement of mesh quality. In recent
years, a new type of smoothing technique based on the optimization of
mesh quality measures [3,4,5,6,7,8]
has been devloped and is proven to be robust and
effective, however, most existing optimization based smoothing
methods are restricted to valid meshes, and an additional untangling scheme
is required for invalid meshes.
In this paper, we propose a new mesh optimization scheme, which makes mesh untangling and smoothing simultaneous. Firstly, we review the mesh quality measure for quadrilaterals. The mesh quality measure is constructed by decomposing a quadrilateral to four sub-triangles. Given a sub-mesh, a corresponding composite objective function for local sub-mesh optimization is formulated. Then, an additional term is considered to construct a new objective function, which ensures that the level sets of the objective function is convex for the entire domain. The optimization approach is performed in an iterative Guass-Seidel-like scheme by sweeping over all the adjustable nodes iteratively until convergence is achieved. In each step, only one node is adjustable while other nodes are fixed. The local optimization approach is to find the optimal position by maximizing the new objective function. A steepest descent method is used to solve the local optimization problem. Lastly, several numerical examples using the current approach are presented to demonstrate that the current approach is robust and effective for both invalid and valid meshes. References
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