Abstract
We consider conforming finite element approximations for the time-dependent Oberbeck–Boussinesq model with inf-sup stable pairs for velocity and pressure and use a stabilization of the incompressibility constraint. In case of dominant convection, a local projection stabilization method in streamline direction is considered both for velocity and temperature. For the arising nonlinear semi-discrete problem, a stability and convergence analysis is given that does not rely on a mesh width restriction. Numerical experiments validate a suitable parameter choice within the bounds of the theoretical results.
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The first author was supported by the RTG 1023 founded by German research council (DFG).
The second author was supported by CRC 963 founded by German research council (DFG).
Appendix
Appendix
Lemma 1
Let \(\epsilon >0\) and \(({\varvec{u}},p,\theta )\in {\varvec{V}}^{div} \times Q\times {\varTheta }\), \(({\varvec{u}}_h,p_h,\theta _h) \in {\varvec{V}}{}_h^{\,div} \times Q_h\times {\varTheta }_h\) be solutions of (2), (3) and (7), (8) satisfying \({\varvec{u}}\in [W^{1,\infty }({\varOmega })]^d\), \(\theta \in W^{1,\infty }({\varOmega })\) and \({\varvec{u}}_h\in [L^{\infty }({\varOmega })]^d\). If Assumptions 1 and 2 hold, we can estimate the difference of the convective terms in the momentum equation
with C independent of \(h_M\), \(h_L\), \(\epsilon \), the problem parameters and the solutions. The difference of the convective terms in the Fourier equation can be bounded as
with \(C>0\) independent of the problem parameters, \(h_M\), \(h_L\) and the solutions.
Proof
Similar estimates can be performed for velocity and temperature. We present the steps for the velocity; for details for the temperature terms, we refer the reader to [21].
We choose the same interpolation operators \(j_u:{\varvec{V}}^{div}\rightarrow {\varvec{V}}{}_h^{\,div}\) and \(j_\theta :{\varTheta }\rightarrow {\varTheta }_h\) as in Theorem 2. With the splitting \(\varvec{\eta }_{u,h}+{\varvec{e}}_{u,h}= ({\varvec{u}}-j_u {\varvec{u}}) + (j_u {\varvec{u}}-{\varvec{u}}_h)\) from (13) and integration by parts, we have
Now, we bound each term separately. Using Young’s inequality with \(\epsilon >0\), we calculate:
For the term \(T^u_2\), we have via integration by parts
Term \(T^u_{21}\) is the most critical one. We calculate using Assumption 2 and Young’s inequality:
Using \((\nabla \cdot {\varvec{u}},q)=0\) for all \(q\in L^2({\varOmega })\), Assumption 1 and Young’s inequality with \(\epsilon >0\), we obtain
Utilizing the splitting according to (13), we have
and use the same estimate as in (35). For the term \(T^u_{32}\), we use that \((\nabla \cdot {\varvec{u}},q)=0\) for all \(q\in L^2({\varOmega })\) and Young’s inequality:
Combining the above bounds (33)–(36) yields the claim. \(\square \)
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Dallmann, H., Arndt, D. Stabilized Finite Element Methods for the Oberbeck–Boussinesq Model. J Sci Comput 69, 244–273 (2016). https://doi.org/10.1007/s10915-016-0191-z
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DOI: https://doi.org/10.1007/s10915-016-0191-z
Keywords
- Oberbeck–Boussinesq model
- Navier–Stokes equations
- Stabilized finite elements
- Local projection stabilization
- Grad-div stabilization
- Non-isothermal flow