2018
DOI: 10.1088/1361-6544/aae722
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A variational approach to Navier–Stokes

Abstract: We present a variational resolution of the incompressible Navier-Stokes system by means of stabilized Weighted-Inertia-Dissipation-Energy (WIDE) functionals. The minimization of these parameter-dependent functionals corresponds to an elliptic-in-time regularization of the system. By passing to the limit in the regularization parameter along subsequences of WIDE minimizers one recovers a classical Leray-Hopf weak solution.2010 Mathematics Subject Classification. 35Q30, 76D05.

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Cited by 10 publications
(18 citation statements)
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References 67 publications
(77 reference statements)
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“…and, arguing as in [15, proof of Theorem 2.5], one obtains convergence in H 1 ([0, T ]; L 2 ), (2) (with the latter meant as an equality in (W ∩ G) ′ ) and (16). On the other hand, (11), (12) and (14) imply…”
supporting
confidence: 58%
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“…and, arguing as in [15, proof of Theorem 2.5], one obtains convergence in H 1 ([0, T ]; L 2 ), (2) (with the latter meant as an equality in (W ∩ G) ′ ) and (16). On the other hand, (11), (12) and (14) imply…”
supporting
confidence: 58%
“…Step (iii): proof of (12)- (15). The proof of (12) and (13) is simply the repetition of the arguments developed in the first part of [21, Proof of Theorem 2.3: part (b)], with E ε (t) replaced by E d ε (t). Concerning (14), this is an immediate consequence of (60) in view of (62) and (10).…”
Section: Proof Of Theorem 25mentioning
confidence: 99%
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“…This approach which consist in minimizing an appropriate norm of the solution is refereed to in the literature as variational approach. We mention notably the work [16] where strong solution of (1.1) are characterized in the two dimensional case in term of the critical points of a quadratic functional, close to E. Similarly, the authors in [15] show that the following functional…”
Section: Introductionmentioning
confidence: 94%
“…The WED variational approach has been applied to a variety of different parabolic problems, including gradient flows [16][17][18][19], rate-independent flows [20,21], crack propagation [22], doubly-nonlinear flows [23][24][25][26][27], nonpotential perturbations [28,29] and variational approximations [30], curves of maximal slope in metric spaces [31][32][33], mean curvature flow [13,34], dynamic plasticity [35], and the incompressible Navier-Stokes system [36].…”
Section: Introductionmentioning
confidence: 99%