2015
DOI: 10.1002/num.22001
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Analysis of an augmented mixed‐primal formulation for the stationary Boussinesq problem

Abstract: In this article, we propose and analyze a new mixed variational formulation for the stationary Boussinesq problem. Our method, which uses a technique previously applied to the Navier-Stokes equations, is based first on the introduction of a modified pseudostress tensor depending nonlinearly on the velocity through the respective convective term. Next, the pressure is eliminated, and an augmented approach for the fluid flow, which incorporates Galerkin-type terms arising from the constitutive and equilibrium eq… Show more

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Cited by 55 publications
(33 citation statements)
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“…Proof. The results comes from a direct application of the Babuška-Brezzi theory (see [5,Lemma 3.6] or more precisely [20,Lemma 3.4]). In particular, the righthand side of (2.31) is obtained after bounding the functionals F w,φ (cf.…”
Section: Well-posedness Of the Uncoupled Problemsmentioning
confidence: 99%
See 1 more Smart Citation
“…Proof. The results comes from a direct application of the Babuška-Brezzi theory (see [5,Lemma 3.6] or more precisely [20,Lemma 3.4]). In particular, the righthand side of (2.31) is obtained after bounding the functionals F w,φ (cf.…”
Section: Well-posedness Of the Uncoupled Problemsmentioning
confidence: 99%
“…In particular, finite element methods approximating the solution of these equations have been developed by the mathematical community in the last two decades. For instance, the model with constant coefficients has been addressed via primal approaches in [11,13,19,23], whereas mixed-type schemes have been employed in [20,24,25], and in particular two different formulations based on a dual-mixed approach for the momentum equation, and a primal and mixed-primal one for the energy equation, are proposed in [21].…”
mentioning
confidence: 99%
“…Next, proceeding similarly as in (see also ), that is defining now the tensor σ : = μ ( | e ( u ) | ) e ( u ) ( u u ) p I in Ω using the incompressibility and the foregoing equation to eliminate the pressure, introducing the auxiliary unknowns t : = e ( u ) and ρ : = u e ( u ) , which denote the strain and the vorticity, respectively, and observing from (2.5) that bold-italicσ is now required to be symmetric, which improves the approach from , we arrive at the following system of equations with unknowns t , u , σ , and bold-italicρ u = t + ρ in Ω , μ ( | t | ) t ( u u ) d = bold-italicσ d in Ω , d i v σ = bold-italicf in Ω , <...>…”
Section: The Model Problemmentioning
confidence: 99%
“…It is easy to see that they both satisfy (2.3) with (μ 1 , μ 2 ) = (2, 3) and (μ 1 , μ 2 ) = (α 0 , α 0 + α 1 ), respectively. Next, following [13] and [16], we observe that the first equation in (2.1) can be rewritten as the equilibrium equation…”
Section: The Navier-stokes Equations With Variable Viscositymentioning
confidence: 99%