Rayleigh-Taylor instability in accelerated elastic-solid slabs

S. A. Piriz, A. R. Piriz, and N. A. Tahir
Phys. Rev. E 96, 063115 – Published 21 December 2017

Abstract

We develop the linear theory for the asymptotic growth of the incompressible Rayleigh-Taylor instability of an accelerated solid slab of density ρ2, shear modulus G, and thickness h, placed over a semi-infinite ideal fluid of density ρ1<ρ2. It extends previous results for Atwood number AT=1 [B. J. Plohr and D. H. Sharp, Z. Angew. Math. Phys. 49, 786 (1998)] to arbitrary values of AT and unveil the singular feature of an instability threshold below which the slab is stable for any perturbation wavelength. As a consequence, an accelerated elastic-solid slab is stable if ρ2gh/G2(1AT)/AT.

  • Figure
  • Figure
  • Figure
  • Figure
  • Received 10 July 2017

DOI:https://doi.org/10.1103/PhysRevE.96.063115

©2017 American Physical Society

Physics Subject Headings (PhySH)

  1. Research Areas
  1. Physical Systems
Fluid Dynamics

Authors & Affiliations

S. A. Piriz and A. R. Piriz*

  • Instituto de Investigaciones Energéticas (INEI), E.T.S.I.I., and CYTEMA, Universidad de Castilla-La Mancha, 13071 Ciudad Real, Spain

N. A. Tahir

  • GSI Helmholtzzentrum für Schwerionenforschung Darmstadt, Planckstrasse 1, 64291 Darmstadt, Germany

  • *roberto.piriz@uclm.es

Article Text (Subscription Required)

Click to Expand

References (Subscription Required)

Click to Expand
Issue

Vol. 96, Iss. 6 — December 2017

Reuse & Permissions
Access Options
Author publication services for translation and copyediting assistance advertisement

Authorization Required


×
×

Images

×

Sign up to receive regular email alerts from Physical Review E

Log In

Cancel
×

Search


Article Lookup

Paste a citation or DOI

Enter a citation
×