2017
DOI: 10.1016/j.jcp.2017.05.047
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A shock-fitting technique for cell-centered finite volume methods on unstructured dynamic meshes

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Cited by 24 publications
(21 citation statements)
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“…Recent works by Paciorri and Bonfiglioli, Bonfiglioli et al, Bonfiglioli and Paciorri, and Bonfiglioli et al have greatly extended the range of application of these methods and clearly demonstrated the advantage of preserving design accuracy in the vicinity of a shock, a property sacrificed by standard shock‐capturing methods. A more recent work includes the shock‐fitting approach of Zou et al for cell‐centered finite volume methods on unstructured dynamic meshes. An ongoing difficulty with existing shock‐fitting approaches is treating shocks or interfaces whose topologies are unknown a priori or whose topologies change in time.…”
Section: Introductionmentioning
confidence: 99%
“…Recent works by Paciorri and Bonfiglioli, Bonfiglioli et al, Bonfiglioli and Paciorri, and Bonfiglioli et al have greatly extended the range of application of these methods and clearly demonstrated the advantage of preserving design accuracy in the vicinity of a shock, a property sacrificed by standard shock‐capturing methods. A more recent work includes the shock‐fitting approach of Zou et al for cell‐centered finite volume methods on unstructured dynamic meshes. An ongoing difficulty with existing shock‐fitting approaches is treating shocks or interfaces whose topologies are unknown a priori or whose topologies change in time.…”
Section: Introductionmentioning
confidence: 99%
“…The Riemann variable defined by Eq. (14), which is the only quantity that has been correctly computed onΓ D by the unstructured shockcapturing solver, has to be transferred fromΓ D to Γ D using Eq. (15).…”
Section: Downstream: Fromγ D To γ Dmentioning
confidence: 99%
“…The mathematical model meshes in real time were modified by exploiting the moving mesh technology of both the elastic smoothing and the local reconstruction to adapt to the transient displacement variation caused by the coupling effects of the piped carriage [54]. Numerical investigations (non-steady state) using the RNG k-ε turbulent model were conducted on the hydraulic characteristics of the piped carriage transport within the horizontal pipelines.…”
Section: Bidirectional Fluid-structure Interaction Algorithmmentioning
confidence: 99%