1999
DOI: 10.2514/2.835
|View full text |Cite
|
Sign up to set email alerts
|

Accuracy of Shock Capturing in Two Spatial Dimensions

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

3
36
1

Year Published

2000
2000
2022
2022

Publication Types

Select...
6
2

Relationship

0
8

Authors

Journals

citations
Cited by 95 publications
(40 citation statements)
references
References 13 publications
3
36
1
Order By: Relevance
“…This result is consistent with the finding of Ref. 32 where the spatial accuracy of the shock-capturing schemes reverted to first order behind the shock on suiliciently refined meshes, In ttds case, the first and second order error coefficients are of opposite sign, predicting error cancellation at the cross-over point (h= 7). The non-monotone behavior predicted from the emor analysis (using the three finest mesh solutions only) is qualitatively seen in the dkcrete solutions on the coarse meshes.…”
Section: )supporting
confidence: 81%
“…This result is consistent with the finding of Ref. 32 where the spatial accuracy of the shock-capturing schemes reverted to first order behind the shock on suiliciently refined meshes, In ttds case, the first and second order error coefficients are of opposite sign, predicting error cancellation at the cross-over point (h= 7). The non-monotone behavior predicted from the emor analysis (using the three finest mesh solutions only) is qualitatively seen in the dkcrete solutions on the coarse meshes.…”
Section: )supporting
confidence: 81%
“…However, recently it has been reported (see [1], [2], [5]) that solutions of conservation laws obtained by formally high order accurate schemes degenerate to first order downstream of a shock layer. The effect is seen only when (i) the characteristics come out of the shock region and (ii) the solution is nonconstant.…”
Section: Keymentioning
confidence: 99%
“…Some of the reasons are as follows: (1) a programming error exists in the computer code; (2) the numerical algorithm is deficient is some unanticipated way; (3) there is insufficient grid resolution such that the grid is not in the asymptotic convergence region of the power-series expansion for the particular system response quantity (SRQ) of interest, (4) the formal order of convergence for interior grid points is different from the formal order of convergence for boundary conditions involving derivatives, resulting in a mixed order of convergence over the solution domain; (5) singularities, discontinuities, and contact surfaces are interior to the domain of the PDE; (6) singularities and discontinuities occur along the boundary of the domain; (7) the mesh resolution changes abruptly over the solution domain; (8) there is inadequate convergence of an iterative procedure in the numerical algorithm; and (9) boundary conditions are overspecified. It is beyond the scope of this paper to discuss the reasons listed above in detail; however, some of the representative references in these topics are [1,33,44,[47][48][49][50][51][52][53][54][55][56].…”
Section: Figure 3 Observed Order Of Convergence As a Function Of Meshmentioning
confidence: 99%