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21#
發(fā)表于 2025-3-25 06:25:59 | 只看該作者
Normal Uptake and Normal Variant Uptake, this information is condensed into a . stability constant. In this way, we achieve strategies for constructing most economical meshes together with useful error bounds for the quantities of interest. This method is introduced here first for a simple model case and is then further illustrated by two examples from fluid and structural mechanics.
22#
發(fā)表于 2025-3-25 07:30:37 | 只看該作者
23#
發(fā)表于 2025-3-25 15:40:00 | 只看該作者
24#
發(fā)表于 2025-3-25 19:31:39 | 只看該作者
25#
發(fā)表于 2025-3-25 22:40:37 | 只看該作者
Distributed Octree Data Structures and Local Refinement Method for the Parallel Solution of Three-Dpartitioning is extended to use weights derived from element size. Computational results are presented for the three-dimensional Euler equations of compressible flow solved on an IBM SP2 computer. The problem examined is the flow inside a perforated shock tube.
26#
發(fā)表于 2025-3-26 03:03:32 | 只看該作者
27#
發(fā)表于 2025-3-26 07:27:11 | 只看該作者
28#
發(fā)表于 2025-3-26 10:38:17 | 只看該作者
A Solution Based ,, Norm Triangular Mesh Quality Indicator,on. The new measure is then compared with the recent mesh quality measure based on the .. norm. Simple examples are used to show that the choice of norm is critical in deciding what is a good triangulation.
29#
發(fā)表于 2025-3-26 14:15:59 | 只看該作者
30#
發(fā)表于 2025-3-26 19:33:16 | 只看該作者
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