2020
DOI: 10.1007/978-3-030-39639-8_4
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The Role of Pressure in the Theory of Weak Solutions to the Navier-Stokes Equations

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Cited by 4 publications
(5 citation statements)
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“…It is easy to show that F ∈ L 1 (0, T ; W −1,2 0 (Ω F )). Therefore, Theorem 3 from [28] implies that there exist functions p 0 and p 1 such that [28] Section 7.3.2.C and 7.3.2.E). Therefore, by density, the equation above is true for all ψ ∈ H 1 0 ((0, T ) × Ω F ).…”
Section: Now We Definementioning
confidence: 94%
“…It is easy to show that F ∈ L 1 (0, T ; W −1,2 0 (Ω F )). Therefore, Theorem 3 from [28] implies that there exist functions p 0 and p 1 such that [28] Section 7.3.2.C and 7.3.2.E). Therefore, by density, the equation above is true for all ψ ∈ H 1 0 ((0, T ) × Ω F ).…”
Section: Now We Definementioning
confidence: 94%
“…The distribution is regular (i.e. it can be identified with a function with some rate of integrability in Q T ) if domain Ω is "smooth", see [31], [13] and [22]. In section 4 of this paper, we show that one can naturally assign a pressure, as a distribution, to a weak solution to the Navier-Stokes equations with Navier's boundary conditions (1.3), too.…”
Section: Introductionmentioning
confidence: 85%
“…Furthermore, identifying functions from W 1,q τ (Ω) n with their restrictions to Ω n , we can also consider F to be an element of W −1,q ′ 0 (Ω n ), vanishing on W 1,q 0,σ (Ω n ). Thus, due to Lemma 1.4 in [22], there exists c(n) > 0 and a unique function…”
Section: Introductionmentioning
confidence: 94%
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