2008
DOI: 10.1016/j.matcom.2008.04.006
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An anisotropic unstructured triangular adaptive mesh algorithm based on error and error gradient information

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Cited by 5 publications
(3 citation statements)
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“…We have considered only velocity fields where the principal velocities are statistically stationary, a valid assumption for strongly tidal embayments, but there is a clear extension to nonstationary flows with an adaptive regridding process. Compared with related forms of adaptive mesh refinement, such as the algorithm proposed by Marcuzzi et al in which directionality in the error field adaptively controls anisotropy in a finite element mesh, the numerical schemes with which we are concerned place much tighter constraints on the geometry of the grid. These constraints translate to more computationally intensive grid generation procedures; although our current implementation would be inefficient for frequent, global regridding steps, localized regridding in areas with nonstationary principal velocities would be feasible even with the current implementation.…”
Section: Discussionmentioning
confidence: 99%
“…We have considered only velocity fields where the principal velocities are statistically stationary, a valid assumption for strongly tidal embayments, but there is a clear extension to nonstationary flows with an adaptive regridding process. Compared with related forms of adaptive mesh refinement, such as the algorithm proposed by Marcuzzi et al in which directionality in the error field adaptively controls anisotropy in a finite element mesh, the numerical schemes with which we are concerned place much tighter constraints on the geometry of the grid. These constraints translate to more computationally intensive grid generation procedures; although our current implementation would be inefficient for frequent, global regridding steps, localized regridding in areas with nonstationary principal velocities would be feasible even with the current implementation.…”
Section: Discussionmentioning
confidence: 99%
“…. Now we deal with the first term on the right-hand side of (19). On each element τ , let J τ be the Jacobian of the mapping…”
Section: Superconvergence Of Fe Solutionmentioning
confidence: 99%
“…For problems exhibiting anisotropic features, e.g., internal and boundary layers, FE solutions based on anisotropic meshes can be much more effective than those based on isotropic ones. Recovery type error estimators have also been applied to this type of computation [12,14,19,25]. Numerical examples demonstrate that these estimators are still robust and reliable at the presence of 90 WEIMING CAO highly anisotropic elements [20,24].…”
Section: Introductionmentioning
confidence: 99%