Development of Instabilities in Internal Structures Produced by an Explosions

The shock wave generated by the instantaneous release of energy in the centre of a closed domain, its subsequent rebound and reflections are studied in this article. Three cases are simulated where the Mach number of the wave is Ms = 2, 5 and 10. As a result of the interactions between a low-density central zone and the shock waves, the Ritchmyer-Meshkov instability is produced, which is manifested by the breaking of the flow symmetry. The results of the simulations are compared with those presented in previously published works (starting point of the symmetry breaking and the reflected pressures on the walls). The Euler equations are solved using the Kurganov, Noelle and Petrova (KNP) scheme with the rhoCentralFoam solver of the OpenFOAM software, due to the fact that in previous works it has been shown to be able to study with adequate accuracy the representation of wave reflection phenomena on straight walls.

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Published
2024-09-18
DOI
https://doi.org/10.1109/argencon62399.2024.10735940
Primary Topic
Structural Response to Dynamic Loads
Type
article
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article

Development of Instabilities in Internal Structures Produced by an Explosions

Luis‐Felipe Gutiérrez, Sergio Elaskar, Lucas Monaldi
Structural Response to Dynamic Loads
article

Development of Instabilities in Internal Structures Produced by an Explosions

Luis‐Felipe Gutiérrez, Sergio Elaskar, Lucas Monaldi
article en

Abstract

The shock wave generated by the instantaneous release of energy in the centre of a closed domain, its subsequent rebound and reflections are studied in this article. Three cases are simulated where the Mach number of the wave is Ms = 2, 5 and 10. As a result of the interactions between a low-density central zone and the shock waves, the Ritchmyer-Meshkov instability is produced, which is manifested by the breaking of the flow symmetry. The results of the simulations are compared with those presented in previously published works (starting point of the symmetry breaking and the reflected pressures on the walls). The Euler equations are solved using the Kurganov, Noelle and Petrova (KNP) scheme with the rhoCentralFoam solver of the OpenFOAM software, due to the fact that in previous works it has been shown to be able to study with adequate accuracy the representation of wave reflection phenomena on straight walls.

Consejo Nacional de Investigaciones Científicas y Técnicas (AR), Fundación Universitaria Los Libertadores (CO)
Sustainable cities and communities
Openalex Percentile: Top 78%
Structural Response to Dynamic Loads
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