Civil Engineering Reference
In-Depth Information
Hence, the process will converge for meshes of finite size if we impose a minimum increase
in mesh quality for each cycle of local transformations. The optimisation procedure can
actually be speeded up if transformations are only carried out when there is an increase of
at least 1% in the mean quality of the elements involved.
6.4.4 Examples of optimisation by face/edge swap
Delaunay triangulations of 10,000 randomly generated points are constructed, which
are optimised by topological transformations T 23 , T 32 , T 44 and T 56 , as shown in Figure
6.53. As T 32 and T 44 are the more frequently used operations, two cycles of each swap-
ping scheme will be applied to a number of tetrahedral meshes, and the results are shown
in Tables 6.15 and 6.16. As seen from these tables, on the average of 7842 scans for swap
After optimisation
Before optimisation
Figure 6.53 Optimisation of Delaunay triangulation of 1000 points.
Table 6.15 Optimisation of Delaunay triangulation by swap T 32
Mesh
Scan
T 32
γ ο min
γ ο mean
γ min
γ mean
1
7795
7254
0.000168
0.42538
0.0005664
0.49239
2
7799
7278
0.000147
0.42552
0.0002921
0.49307
3
7977
7365
0.000276
0.42064
0.0006907
0.48786
4
7820
7249
0.000232
0.42694
0.0004755
0.49456
5
7820
7309
0.000148
0.42667
0.0006892
0.49373
Aver
7842
7291
0.000194
0.42503
0.0005428
0.49232
Table 6.16 Optimisation of Delaunay triangulation by swap T 44
Test
Scan
T 44
γ ο min
γ ο mean
γ min
γ mean
1
40,137
1902
0.0000580
0.42644
0.0000580
0.43027
2
39,242
1813
0.0003305
0.42238
0.0003305
0.42605
3
39,587
1826
0.0001507
0.42742
0.0001507
0.43103
4
39,479
1826
0.0001166
0.42106
0.0001166
0.42491
5
39,766
1837
0.0001956
0.42669
0.0001956
0.43032
Aver
39,642
1841
0.0001703
0.42482
0.0001703
0.42852
 
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