Assessment of diffuse-interface methods for compressible multiphase fluid flows and elastic-plastic deformation in solids
This work describes three diffuse-interface methods for the simulation of immiscible, compressible multiphase fluid flows and elastic-plastic deformation in solids. The first method is the localized-artificial-diffusivity approach of Cook (2007), Subramaniam et al., (2018), and Adler and Lele (2019)...
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Zusammenfassung: | This work describes three diffuse-interface methods for the simulation of
immiscible, compressible multiphase fluid flows and elastic-plastic deformation
in solids. The first method is the localized-artificial-diffusivity approach of
Cook (2007), Subramaniam et al., (2018), and Adler and Lele (2019), in which
artificial diffusion terms are added to the conservation equations. The second
method is the gradient-form approach that is based on the quasi-conservative
method of Shukla et al., (2010) and Tiwari et al., (2013), in which the
diffusion and sharpening terms (together called regularization terms) are added
to the conservation equations. The third approach is the divergence-form
approach that is based on the fully conservative method of Jain et al., (2020),
in which the regularization terms are added to the conservation equations.
The primary objective of this work is to compare these three methods in terms
of their ability to maintain: constant interface thickness; the conservation
property; and accurate interface shape for long-time integration. The second
objective of this work is to consistently extend these methods to model
interfaces between solid materials with strength. To assess and compare the
methods, they are used to simulate a wide variety of problems, including (1)
advection of an air bubble in water, (2) shock interaction with a helium bubble
in air, (3) shock interaction and the collapse of an air bubble in water, and
(4) Richtmyer-Meshkov instability of a copper-aluminum interface. The current
work focuses on comparing these methods in the limit of relatively coarse grid
resolution, which illustrates the true performance of these methods. This is
because it is rarely practical to use hundreds of grid points to resolve a
single bubble or drop in large-scale simulations of engineering interest. |
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DOI: | 10.48550/arxiv.2109.09729 |