2017
DOI: 10.1103/physreve.96.063115
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Rayleigh-Taylor instability in accelerated elastic-solid slabs

Abstract: We develop the linear theory for the asymptotic growth of the incompressible Rayleigh-Taylor instability of an accelerated solid slab of density ρ_{2}, shear modulus G, and thickness h, placed over a semi-infinite ideal fluid of density ρ_{1}<ρ_{2}. It extends previous results for Atwood number A_{T}=1 [B. J. Plohr and D. H. Sharp, Z. Angew. Math. Phys. 49, 786 (1998)ZAMPA80044-227510.1007/s000330050121] to arbitrary values of A_{T} and unveil the singular feature of an instability threshold below which the sl… Show more

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Cited by 19 publications
(9 citation statements)
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“…These limit show that (4.23) describes several different behaviours depending on the values of β 0 and A T which are discussed below: (i) For A T = 1 and β 0 = 0 we retrieve, as expected, the pure elastic case with a cut-off given by (4.31) (Bakhrakh et al1997, Plohr & Sharp 1998, Piriz, Piriz & Tahir 2017a, 2017b [see figure 6(a), and (4.31)]…”
Section: Marginal Stability Conditionssupporting
confidence: 61%
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“…These limit show that (4.23) describes several different behaviours depending on the values of β 0 and A T which are discussed below: (i) For A T = 1 and β 0 = 0 we retrieve, as expected, the pure elastic case with a cut-off given by (4.31) (Bakhrakh et al1997, Plohr & Sharp 1998, Piriz, Piriz & Tahir 2017a, 2017b [see figure 6(a), and (4.31)]…”
Section: Marginal Stability Conditionssupporting
confidence: 61%
“…Figures 5(c) and 5(d) show the same cases as before but for the marginal stability wavenumber κ c as a function of dimensionless thickness α. The behaviour is qualitatively the same for any Atwood number except for the fact that, for the purely elastic case (β 3 = 0), there is no instability threshold when A T = 1 (Plohr & Sharp 1998, Piriz, Piriz & Tahir 2017a, 2017b.…”
Section: Marginal Stability Conditionsmentioning
confidence: 68%
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