BAIL 2006 Book of Abstracts - Institut für Numerische und ...

BAIL 2006 Book of Abstracts - Institut für Numerische und ... BAIL 2006 Book of Abstracts - Institut für Numerische und ...

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L. BOGUSLAWSKI: Sheare Stress Distribution on Sphere Surface at Different Inflow Turbulence ✬ ✫ External turbulence of inflow jet increasing flow turbulence near sphere surface where flow accelerate. This cause increase of local shear stress and its fluctuations. Increasing of shear stress transfer fluctuations indicated that turbulence of external flow intensify momentum processes near the wall of sphere. In flow deceleration zone of flow >90 o for both presented in figure 1 turbulence levels the time average value and its fluctuations rise in this some way. Both runs near parallel. For acceleration zone of flow near sphere ( ~60 o ) shear stress reach maximum value. In this some region of flow the flow acceleration reduced turbulent fluctuations of momentum transfer generated by external flow turbulence. Distributions for different level of turbulence without average velocity change will be presented and discussed. For such conditions only influence of turbulence are indicated. Analysis of the power spectrum of turbulent fluctuations of shear stress on sphere surfaces for different flow intensity at chosen locations will be presented and will be compared with the power spectrum of inflow turbulence. References [1] S.Whitaker. Forced convection heat transfer correlation for flow in pipes, past flat plates, single cylinders, single spheres and flow in packed beds and tube bundles, J. of AICHE, vol. 18, 361- 371, 1972. [2] L. Bogusławski. Losses of heat from sphere surface at different inflow conditions (in polish), XVI Thermodinamics Conference, Kołobrzeg , vol. 1, 135-140, 1996. [3] L. Bogusławski. Measurements technique of stagnation point heat transfer and its fluctuations by means of a constant temperature sensor, Proceedings of Turbulent Heat Transfer Conference, 1-6, San Diego, May 1996. [4] H. Giedt. Trans. ASME, 71, 375, 1949 Speaker: BOGUSLAWSKI, L. 74 BAIL 2006 ✩ ✪

A.CANGIANI, E.H.GEORGOULIS, M. JENSEN: Continuous-Discontinuous Finite Element Methods for Convection-Diffusion Problems ✬ ✫ Continuous-Discontinuous Finite Element Methods for Convection-Diffusion Problems Abstract Andrea Cangiani, Emmanuil H. Georgoulis and Max Jensen February 14, 2006 Standard (conforming) finite element approximations of convection-dominated convection-diffusion problems often exhibit poor stability properties that manifest themselves as non-physical oscillations polluting the numerical solution. Various techniques have been proposed for the stabilisation of finite element methods (FEMs) for convection-diffusion problems, see for example, Morton [12] and Roos, Stynes and Tobiska [14] for a complete survey. Common techniques are Petrov-Galerkin methods, like the streamline upwind Petrov-Galerkin (SUPG) method introduced by Hughes and Brooks [8], exponential fitting [13], ad hoc meshing, like graded meshes [15] and Shishkin type meshes [11], and adaptive mesh refinement (see, e.g., [5] and [6]). More recently, the residual-free bubble method of Brezzi et al [2], [1], [4] and the variational multiscale method of Hughes and co-authors [9],[10]. During the last decade, families of discontinuous Galerkin finite element methods (DGFEMs) have been proposed for the numerical solution of convection-diffusion problems, due to many attractive properties they exhibit. In particular, DGFEMs admit good stability properties, they offer flexibility in the mesh design (irregular meshes are admissible) and in the imposition of boundary conditions (Dirichlet boundary conditions are weakly imposed), and they are increasingly popular in the context of hp-adaptive algorithms. The above mentioned attractive features of DGFEMs come at the price of the higher number of degrees of freedom used. For instance, for piece-wise linear approximations in d-dimensions, DGFEMs require 2 d times more degrees of freedom than conforming FEMs and their stabilised variants. The relative difference in the number of degrees of freedom reduces when considering higher order local polynomial degree in the approximations; nevertheless, the conforming FEMs always require less degrees of freedom than their DGFEM counterparts. The issue of the number of degrees of freedom required by DGFEMs has recently been addressed by T.J.R. Hughes and co-workers in [7], where the Multiscale Discontinuous Galerkin (MDG) finite element method framework is introduced. MDG uses local, element-wise problems to develop a transformation between the degrees of freedom of the discontinuous space and a related, smaller, continuous space. The transformation enables a direct construction of the global matrix problem in terms of the degrees of freedom of the continuous space. It is proved that the method has the accuracy and stability of the original DGFEM. The drawback of this approach is the computational overhead of the solution of the local element-wise problems. We propose a numerical scheme for linear convection-diffusion problems which couples continuous and discontinuous Galerkin finite elements (CG-DG) in a different manner. Depending on the local variation of the solution, the scheme locally uses either the computationally less expensive continuous finite elements or the computationally more costly but also more stable discontinuous Galerkin discretisation. Given that good stability properties are required near features of almost (d − 1)-dimensional character (such as boundary and/or interior layers) discontinuous Galerkin discretisation is only used in the neighborhoods of such features, whereas standard conforming FEM is used away from the layers. Thus, the increased overhead from the use of DGFEMs is balanced by their minimal use, limited to the neighborhoods of layers. This work introduces the continuous-discontinuous Galerkin (CG-DG) finite element method, and presents the first results in the analysis of this approach. In particular, we derive an a-priori error analysis of the CG-DG blending technique, along with numerical experiments that evaluate the accuracy and efficiency of the CG-DG approach in practice. Speaker: GEORGOULIS, E.H. 75 BAIL 2006 1 ✩ ✪

A.CANGIANI, E.H.GEORGOULIS, M. JENSEN: Continuous-Discontinuous Finite<br />

Element Methods for Convection-Diffusion Problems<br />

✬<br />

✫<br />

Continuous-Discontinuous Finite Element Methods for<br />

Convection-Diffusion Problems<br />

Abstract<br />

Andrea Cangiani, Emmanuil H. Georgoulis and Max Jensen<br />

February 14, <strong>2006</strong><br />

Standard (conforming) finite element approximations <strong>of</strong> convection-dominated convection-diffusion<br />

problems <strong>of</strong>ten exhibit poor stability properties that manifest themselves as non-physical oscillations<br />

polluting the numerical solution. Various techniques have been proposed for the stabilisation <strong>of</strong> finite<br />

element methods (FEMs) for convection-diffusion problems, see for example, Morton [12] and Roos,<br />

Stynes and Tobiska [14] for a complete survey. Common techniques are Petrov-Galerkin methods,<br />

like the streamline upwind Petrov-Galerkin (SUPG) method introduced by Hughes and Brooks [8],<br />

exponential fitting [13], ad hoc meshing, like graded meshes [15] and Shishkin type meshes [11], and<br />

adaptive mesh refinement (see, e.g., [5] and [6]). More recently, the residual-free bubble method <strong>of</strong><br />

Brezzi et al [2], [1], [4] and the variational multiscale method <strong>of</strong> Hughes and co-authors [9],[10].<br />

During the last decade, families <strong>of</strong> discontinuous Galerkin finite element methods (DGFEMs)<br />

have been proposed for the numerical solution <strong>of</strong> convection-diffusion problems, due to many attractive<br />

properties they exhibit. In particular, DGFEMs admit good stability properties, they <strong>of</strong>fer<br />

flexibility in the mesh design (irregular meshes are admissible) and in the imposition <strong>of</strong> bo<strong>und</strong>ary<br />

conditions (Dirichlet bo<strong>und</strong>ary conditions are weakly imposed), and they are increasingly popular<br />

in the context <strong>of</strong> hp-adaptive algorithms.<br />

The above mentioned attractive features <strong>of</strong> DGFEMs come at the price <strong>of</strong> the higher number<br />

<strong>of</strong> degrees <strong>of</strong> freedom used. For instance, for piece-wise linear approximations in d-dimensions,<br />

DGFEMs require 2 d times more degrees <strong>of</strong> freedom than conforming FEMs and their stabilised<br />

variants. The relative difference in the number <strong>of</strong> degrees <strong>of</strong> freedom reduces when considering<br />

higher order local polynomial degree in the approximations; nevertheless, the conforming FEMs<br />

always require less degrees <strong>of</strong> freedom than their DGFEM counterparts.<br />

The issue <strong>of</strong> the number <strong>of</strong> degrees <strong>of</strong> freedom required by DGFEMs has recently been addressed<br />

by T.J.R. Hughes and co-workers in [7], where the Multiscale Discontinuous Galerkin (MDG) finite<br />

element method framework is introduced. MDG uses local, element-wise problems to develop a<br />

transformation between the degrees <strong>of</strong> freedom <strong>of</strong> the discontinuous space and a related, smaller,<br />

continuous space. The transformation enables a direct construction <strong>of</strong> the global matrix problem<br />

in terms <strong>of</strong> the degrees <strong>of</strong> freedom <strong>of</strong> the continuous space. It is proved that the method has the<br />

accuracy and stability <strong>of</strong> the original DGFEM. The drawback <strong>of</strong> this approach is the computational<br />

overhead <strong>of</strong> the solution <strong>of</strong> the local element-wise problems.<br />

We propose a numerical scheme for linear convection-diffusion problems which couples continuous<br />

and discontinuous Galerkin finite elements (CG-DG) in a different manner. Depending on the<br />

local variation <strong>of</strong> the solution, the scheme locally uses either the computationally less expensive<br />

continuous finite elements or the computationally more costly but also more stable discontinuous<br />

Galerkin discretisation. Given that good stability properties are required near features <strong>of</strong> almost<br />

(d − 1)-dimensional character (such as bo<strong>und</strong>ary and/or interior layers) discontinuous Galerkin<br />

discretisation is only used in the neighborhoods <strong>of</strong> such features, whereas standard conforming FEM<br />

is used away from the layers. Thus, the increased overhead from the use <strong>of</strong> DGFEMs is balanced by<br />

their minimal use, limited to the neighborhoods <strong>of</strong> layers.<br />

This work introduces the continuous-discontinuous Galerkin (CG-DG) finite element method,<br />

and presents the first results in the analysis <strong>of</strong> this approach. In particular, we derive an a-priori<br />

error analysis <strong>of</strong> the CG-DG blending technique, along with numerical experiments that evaluate<br />

the accuracy and efficiency <strong>of</strong> the CG-DG approach in practice.<br />

Speaker: GEORGOULIS, E.H. 75 <strong>BAIL</strong> <strong>2006</strong><br />

1<br />

✩<br />

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