Streamline upwind Petrov–Galerkin pressure-stabilizing Petrov–Galerkin formulation for incompressible Navier–Stokes equations explained

The streamline upwind Petrov–Galerkin pressure-stabilizing Petrov–Galerkin formulation for incompressible Navier–Stokes equations can be used for finite element computations of high Reynolds number incompressible flow using equal order of finite element space (i.e.

Pk-Pk

) by introducing additional stabilization terms in the Navier–Stokes Galerkin formulation.[1] [2]

The finite element (FE) numerical computation of incompressible Navier–Stokes equations (NS) suffers from two main sources of numerical instabilities arising from the associated Galerkin problem.[1] Equal order finite elements for pressure and velocity, (for example,

Pk-Pk,\forallk\ge0

), do not satisfy the inf-sup condition and leads to instability on the discrete pressure (also called spurious pressure).[2] Moreover, the advection term in the Navier–Stokes equations can produce oscillations in the velocity field (also called spurious velocity).[2] Such spurious velocity oscillations become more evident for advection-dominated (i.e., high Reynolds number

Re

) flows.[2] To control instabilities arising from inf-sup condition and convection dominated problem, pressure-stabilizing Petrov–Galerkin (PSPG) stabilization along with Streamline-Upwind Petrov-Galerkin (SUPG) stabilization can be added to the NS Galerkin formulation.[1] [2]

The incompressible Navier–Stokes equations for a Newtonian fluid

Let

\Omega\subsetR3

be the spatial fluid domain with a smooth boundary

\partial\Omega\equiv\Gamma

, where

\Gamma=\GammaN\cup\GammaD

with

\GammaD

the subset of

\Gamma

in which the essential (Dirichlet) boundary conditions are set, while

\GammaN

the portion of the boundary where natural (Neumann) boundary conditions have been considered. Moreover,

\GammaN=\Gamma\setminus\GammaD

, and

\GammaN\cap\GammaD=\emptyset

. Introducing an unknown velocity field

u(x,t):\Omega x [0,T]R3

and an unknown pressure field

p(x,t):\Omega x [0,T]R

, in absence of body forces, the incompressible Navier–Stokes (NS) equations read[3] \begin\frac+(\mathbf u \cdot \nabla) \mathbf u - \frac\nabla \cdot \boldsymbol (\mathbf u,p)=\mathbf 0 & \text \Omega \times (0,T],\\\nabla \cdot =0 & \text \Omega \times (0,T],\\\mathbf u = \mathbf g & \text \Gamma_D \times (0,T],\\\boldsymbol (\mathbf u,p) \mathbf = \mathbf h & \text \Gamma_N \times (0,T],\\\mathbf (\mathbf,0) = \mathbf u_0(\mathbf)& \text \Omega \times \,\endwhere

\hat{n

} is the outward directed unit normal vector to

\GammaN

,

\boldsymbol{\sigma}

is the Cauchy stress tensor,

\rho

is the fluid density, and

\nabla

and

\nabla

are the usual gradient and divergence operators.The functions

g

and

h

indicate suitable Dirichlet and Neumann data, respectively, while

u0

is the known initial field solution at time

t=0

.

For a Newtonian fluid, the Cauchy stress tensor

\boldsymbol{\sigma}

depends linearly on the components of the strain rate tensor:[3] \boldsymbol (\mathbf u,p)=-p \mathbf +2\mu \mathbf S(\mathbf u),where

\mu

is the dynamic viscosity of the fluid (taken to be a known constant) and

I

is the second order identity tensor, while

S(u)

is the strain rate tensor\mathbf S(\mathbf u)=\frac \big[\nabla \mathbf u + (\nabla \mathbf u)^T \big].

u0

,

g

, and

h

are assigned.

Hence, the strong formulation of the incompressible Navier–Stokes equations for a constant density, Newtonian and homogeneous fluid can be written as:[3]

Find,

\forallt\in(0,T]

, velocity

u(x,t)

and pressure

p(x,t)

such that:\begin\frac+(\mathbf u \cdot \nabla) \mathbf u + \nabla \hat p -2\nu \nabla \cdot \mathbf S(\mathbf u)=\mathbf 0 & \text \Omega \times (0,T],\\\nabla \cdot =0 & \text \Omega \times (0,T],\\\left(- \hat p \mathbf +2\nu \mathbf S(\mathbf u) \right) \mathbf = \mathbf h & \text \Gamma_N \times (0,T],\\\mathbf u = \mathbf g & \text \Gamma_D \times (0,T] \;,\\\mathbf (\mathbf,0) = \mathbf u_0(\mathbf) & \text \Omega \times \,\endwhere,

\nu=

\mu
\rho

is the kinematic viscosity, and

\hatp=

p
\rho

is the pressure rescaled by density (however, for the sake of clearness, the hat on pressure variable will be neglect in what follows).

In the NS equations, the Reynolds number shows how important is the non linear term,

(u\nabla)u

, compared to the dissipative term,

\nu\nablaS(u):

[4] \frac\approx \frac=\frac = \mathrm.

The Reynolds number is a measure of the ratio between the advection convection terms, generated by inertial forces in the flow velocity, and the diffusion term specific of fluid viscous forces.[4] Thus,

Re

can be used to discriminate between advection-convection dominated flow and diffusion dominated one.[4] Namely:

Re

, viscous forces dominate and we are in the viscous fluid situation (also named Laminar Flow),[4]

Re

, inertial forces prevail and a slightly viscous fluid with high velocity emerges (also named Turbulent Flow).[4]

The weak formulation of the Navier–Stokes equations

v

and

q

, respectively, belonging to suitable function spaces, and integrating these equation all over the fluid domain

\Omega

.[3] As a consequence:[3] \begin& \int_\frac\cdot \mathbf v\,d\Omega+ \int_(\mathbf u \cdot \nabla) \mathbf u \cdot \mathbf v \,d\Omega + \int_\nabla p \cdot \mathbf v \,d\Omega\,-\int_2\nu \nabla \cdot \mathbf S(\mathbf u) \cdot \mathbf v \,d\Omega = 0,\\& \int_ \nabla \cdot \mathbf u \, q \,d\Omega=0. \end

By summing up the two equations and performing integration by parts for pressure (

\nablap

) and viscous (

\nablaS(u)

) term:[3] \int_\Omega \frac\cdot \mathbf v\,d\Omega+ \int_(\mathbf u \cdot \nabla) \mathbf u \cdot \mathbf v \,d\Omega\,+\int_\Omega \nabla \cdot \mathbf u \, q \,d\Omega- \int_p \nabla \cdot \mathbf v \,d\Omega+\int_p \mathbf v \cdot \mathbf \,d\Gamma \,+ \int_\Omega 2\nu \mathbf S(\mathbf u) : \nabla \mathbf v \,d\Omega-\int_2\nu \mathbf S(\mathbf u) \cdot \mathbf v \cdot \mathbf \,d\Gamma \, =0.

Regarding the choice of the function spaces, it's enough that

p

and

q

,

u

and

v

, and their derivative,

\nablau

and

\nablav

are square-integrable functions in order to have sense in the integrals that appear in the above formulation. Hence,\begin& \mathcal = L^2(\Omega) = \left\,\\& \mathcal=\,\\ & \mathcal_0=\. \end

Having specified the function spaces

l{V}

,

l{V}0

and

l{Q}

, and by applying the boundary conditions, the boundary terms can be rewritten as\int_p \mathbf v \cdot \mathbf \,d\Gamma+ \int_ -2\nu S(\mathbf u) \cdot \mathbf v \cdot \mathbf \,d\Gamma,where

\partial\Omega=\GammaD\cup\GammaN

. The integral terms with

\GammaD

vanish because
v|
\GammaD

=0

, while the term on

\GammaN

become\int_ [p \mathbf I -2\nu S(\mathbf u)] \cdot \mathbf v \cdot \mathbf \,d\Gamma = -\int_ \mathbf h \cdot \mathbf v \,d\Gamma,

The weak formulation of Navier–Stokes equations reads:[3]

Find, for all

t\in(0,T]

,

(u,p)\in\{l{V} x l{Q}\}

, such that \left(\frac,\mathbf v \right)+c(\mathbf u,\mathbf u,\mathbf v)+b(\mathbf u,q)-b(\mathbf v,p) + a(\mathbf u,\mathbf v) = f(\mathbf v)

with

u|t=0=u0

, where\begin\left(\frac,\mathbf v \right)&:=\int_\frac\cdot \mathbf v\,d\Omega,\\ b(\mathbf u,q)&:=\int_ \nabla \cdot \mathbf u \, q \,d\Omega,\\a(\mathbf u,\mathbf v)&:=\int_2\nu \mathbf S(\mathbf u) : \nabla \mathbf v \,d\Omega,\\c(\mathbf w,\mathbf u,\mathbf v)&:=\int_(\mathbf w \cdot \nabla) \mathbf u \cdot \mathbf v \,d\Omega,\\f(\mathbf v)&:=-\int_ \mathbf h \cdot \mathbf v \,d\Gamma.\end

Finite element Galerkin formulation of Navier–Stokes equations

\Omegah

, composed by tetrahedra

l{T}i

, with

i=1,\ldots,Nl{T

} (where

Nl{T

} is the total number of tetrahedra), of the domain

\Omega

and

h

is the characteristic length of the element of the triangulation.[3]

l{V}h

and

l{Q}h

, approximations of

l{V}

and

l{Q}

respectively, and depending on a discretization parameter

h

, with

\diml{V}h=NV

and

\diml{Q}h=NQ

,[3] \mathcal_h \subset \mathcal \;\;\;\;\;\;\;\;\; \mathcal_h \subset \mathcal,the discretized-in-space Galerkin problem of the weak NS equation reads:[3]

Find, for all

t\in(0,T]

,

(uh,ph)\in\{l{V}h x l{Q}h\}

, such that\begin& \left(\frac,\mathbf v_h \right)+c(\mathbf u_h,\mathbf u_h,\mathbf v_h)+b(\mathbf u_h,q_h)-b(\mathbf v_h,p_h)+a(\mathbf u_h,\mathbf v_h)=f(\mathbf v_h)\\& \;\;\;\;\;\;\;\;\;\;\forall \mathbf v_h \in \mathcal_ \;\;,\;\; \forall q_h \in \mathcal_h, \endwith

uh|t=0=uh,0

, where

gh

is the approximation (for example, its interpolant) of

g

, and\mathcal_=\.

[0,T]

into

Nt

time step of size

\deltat

[3] t_n=n\delta t, \;\;\; n=0,1,2,\ldots,N_t \;\;\;\;\; N_t=\frac.

For a general function

z

, denoted by

zn

as the approximation of

z(tn)

. Thus, the BDF2 approximation of the time derivative reads as follows:[3] \left(\frac \right)^ \simeq \frac \;\;\;\;\;\;\;\;\;\;\;\;\;\;\;\; \text n \geq 1.

So, the fully discretized in time and space NS Galerkin problem is:[3]

Find, for

n=0,1,\ldots,Nt-1

,
n+1
(u
h)\in

\{l{V}h x l{Q}h\}

, such that\begin\left(\frac,\mathbf v_h \right) & + c(\mathbf u^*_h,\mathbf u^_h,\mathbf v_h)+b(\mathbf u^_h,q_h)-b(\mathbf v_h,p_h^)+ a(\mathbf u^_h,\mathbf v_h)=f(\mathbf v_h),\\& \;\;\;\;\;\;\;\;\;\;\forall \mathbf v_h \in \mathcal_ \;\;,\;\; \forall q_h \in \mathcal_h, \endwith
0
u
h

=uh,0

, and
*
u
h
is a quantity that will be detailed later in this section.

The main issue of a fully implicit method for the NS Galerkin formulation is that the resulting problem is still non linear, due to the convective term,

n+1
c(u
h,v

h)

.[3] Indeed, if
n+1
u
h
is put, this choice leads to solve a non-linear system (for example, by means of the Newton or Fixed point algorithm) with a huge computational cost.[3] In order to reduce this cost, it is possible to use a semi-implicit approach with a second order extrapolation for the velocity,
*
u
h
, in the convective term:[3] \mathbf u^*_h=2\mathbf u^_h-\mathbf u^_h.

Finite element formulation and the INF-SUP condition

Let's define the finite element (FE) spaces of continuous functions,

r
X
h
(polynomials of degree

r

on each element

l{T}i

of the triangulation) as[3] X_h^r= \left\ \;\;\;\;\;\;\;\;\; r=0,1,2,\ldots,where,

Pr

is the space of polynomials of degree less than or equal to

r

.

Introduce the finite element formulation, as a specific Galerkin problem, and choose

l{V}h

and

l{Q}h

as\mathcal_h\equiv [X_h^r]^3 \;\;\;\;\;\;\;\; \mathcal_h\equiv X_h^s \;\;\;\;\;\;\;\;\;\;\;\;\;\;\;\; r,s \in \mathbb.

The FE spaces

l{V}h

and

l{Q}h

need to satisfy the inf-sup condition(or LBB):[6] \exists \beta_h >0 \;\text \; \inf_\sup_ \frac \geq \beta_h \;\;\;\;\;\;\;\; \forall h>0,

with

\betah>0

, and independent of the mesh size

h.

This property is necessary for the well posedness of the discrete problem and the optimal convergence of the method. Examples of FE spaces satisfying the inf-sup condition are the so named Taylor-Hood pair

Pk+1-Pk

(with

k\geq1

), where it can be noticed that the velocity space

l{V}h

has to be, in some sense, "richer" in comparison to the pressure space

l{Q}h.

Indeed, the inf-sup condition couples the space

l{V}h

and

l{Q}h

, and it is a sort of compatibility condition between the velocity and pressure spaces.

The equal order finite elements,

Pk-Pk

(

\forallk

), do not satisfy the inf-sup condition and leads to instability on the discrete pressure (also called spurious pressure). However,

Pk-Pk

can still be used with additional stabilization terms such as Streamline Upwind Petrov-Galerkin with a Pressure-Stabilizing Petrov-Galerkin term (SUPG-PSPG).

In order to derive the FE algebraic formulation of the fully discretized Galerkin NS problem, it is necessary to introduce two basis for the discrete spaces

l{V}h

and

l{Q}h

\_^ \;\;\;\;\;\; \_^,in order to expand our variables as[3] \mathbf u^n_h = \sum_^ U^n_j \boldsymbol_j(\mathbf x), \;\;\;\;\;\;\;\;\;\; q^n_h=\sum_^ P^n_l \psi_l(\mathbf x).

The coefficients,

n
U
j
(

j=1,\ldots,NV

) and
n
P
l
(

l=1,\ldots,NQ

) are called degrees of freedom (d.o.f.) of the finite element for the velocity and pressure field, respectively. The dimension of the FE spaces,

NV

and

NQ

, is the number of d.o.f, of the velocity and pressure field, respectively. Hence, the total number of d.o.f

Nd.o.f

is

Nd.o.f=NV+NQ

.[3]

Since the fully discretized Galerkin problem holds for all elements of the space

l{V}h

and

l{Q}h

, then it is valid also for the basis.[3] Hence, choosing these basis functions as test functions in the fully discretized NS Galerkin problem, and using bilinearity of

a(,)

and

b(,)

, and trilinearity of

c(,,)

, the following linear system is obtained:[3] \begin\displaystyle M \frac + A\mathbf U^ +C(\mathbf U^*)\mathbf U^+\displaystyle\\\displaystyle\endwhere

M\in

NV x NV
R

,

A\in

NV x NV
R

,

C(U*)\in

NV x NV
R

,

B\in

NQ x NV
R

, and

F\in

NV
R

are given by[3] \begin& M_=\int_ \boldsymbol_j \cdot \boldsymbol_i d\Omega\\& A_=a(\boldsymbol_j,\boldsymbol_i)\\& C_(\mathbf u^*)=c(\mathbf u^*,\boldsymbol_j,\boldsymbol_i),\\& B_=b(\boldsymbol_j,\psi_k),\\& F_=f(\boldsymbol_i)\endand

U

and

P

are the unknown vectors[3] \mathbf U^n=\Big(U^n_1,\ldots,U^n_ \Big)^T, \;\;\;\;\;\;\;\;\;\;\;\; \mathbf P^n=\Big(P^n_1,\ldots,P^n_ \Big)^T.

Problem is completed by an initial condition on the velocity

U(0)=U0

. Moreover, using the semi-implicit treatment

U*=2Un-Un-1

, the trilinear term

c(,,)

becomes bilinear, and the corresponding matrix is[3] C_=c(\mathbf u^*,\boldsymbol_j,\boldsymbol_i)=\int_(\mathbf u^* \cdot \nabla) \boldsymbol_j \cdot \boldsymbol_i \,d\Omega,

Hence, the linear system can be written in a single monolithic matrix (

\Sigma

, also called monolithic NS matrix) of the form[3] \begin K & B^T \\ B & 0 \end\begin \mathbf U^ \\ \mathbf P^ \end= \begin \mathbf F^n + \fracM(4 \mathbf U^n -\mathbf U^) \\ \mathbf 0 \end, \;\;\;\;\;\Sigma = \begin K & B^T \\ B & 0 \end.where K=\fracM+A+C(U^*) .

Streamline upwind Petrov–Galerkin formulation for incompressible Navier–Stokes equations

NS equations with finite element formulation suffer from two source of numerical instability, due to the fact that:

Re

, where numerical oscillations in the velocity field can occur (spurious velocity);

Pk-Pk(\forallk)

are unstable combinations of velocity and pressure finite element spaces, that do not satisfy the inf-sup condition, and generates numerical oscillations in the pressure field (spurious pressure).

To control instabilities arising from inf-sup condition and convection dominated problem, Pressure-Stabilizing Petrov–Galerkin(PSPG) stabilization along with Streamline-Upwind Petrov–Galerkin (SUPG) stabilization can be added to the NS Galerkin formulation.[1]

s(\mathbf u^_h, p^_h ;\mathbf v_h, q_h)=\gamma \sum_ \tau_ \int_\left[\mathcal{L}(\mathbf u^{n+1}_h, p^{n+1}) \right]^T \mathcal_(\mathbf v_h, q_h)d\mathcal,where

\gamma>0

is a positive constant,

\taul{T

} is a stabilization parameter,

l{T}

is a generic tetrahedron belonging to the finite elements partitioned domain

\Omegah

,

l{L}(u,p)

is the residual of the NS equations.[1]

\mathcal(\mathbf u, p) = \begin\frac+ (\mathbf u \cdot \nabla) \mathbf u + \nabla p -2\nu \nabla \cdot \mathbf S(\mathbf u) \\ \nabla \cdot \mathbf u \end, and

l{L}ss(u,p)

is the skew-symmetric part of the NS equations[1] \mathcal_(\mathbf u, p) = \begin(\mathbf u \cdot \nabla) \mathbf u + \nabla p \\ \mathbf 0 \end .

The skew-symmetric part of a generic operator

l{L}(u,p)

is the one for which

l(l{L}(u,p),(v,q)r)=-l((v,q),l{L}(u,p)r).

[5]

Since it is based on the residual of the NS equations, the SUPG-PSPG is a strongly consistent stabilization method.[1]

The discretized finite element Galerkin formulation with SUPG-PSPG stabilization can be written as:[1]

Find, for all

t=0,1,\ldots,Nt-1,

n+1
(u
h)\in

\{l{V}h x l{Q}h\}

, such that\begin&\left(\frac,\mathbf v_h \right) + c(\mathbf u^*_h,\mathbf u^_h,\mathbf v_h)+b(\mathbf u^_h,q_h)-b(\mathbf v_h,p^_h) \\& \;\;\;\;\;\;\;\;\;\;\;\; +a(\mathbf u^_h,\mathbf v_h)+s(\mathbf u^_h, p^_h ;\mathbf v_h, q_h)=0\\\;\;\;\;\;\;\;\;\;\;\forall \mathbf v_h \in \mathcal_ \;\;,\;\; \forall q_h \in \mathcal_h, \endwith
0
u
h=u

h,0

, where[1] \begins(\mathbf u^_h, p^_h ;\mathbf v_h, q_h) &=\gamma \sum_ \tau_ \left(\frac + (\mathbf u_h^* \cdot \nabla) \mathbf u_h^+\nabla p^_+ \right.\\& \left. -2\nu \nabla \cdot \mathbf S(\mathbf u^_h) \; \boldsymbol \; u_h^* \cdot \nabla \mathbf v_h + \frac \right)_+ \gamma \sum_ \tau_\left(\nabla \cdot \mathbf u^_h \boldsymbol \; \nabla \cdot \mathbf v_h \right)_, \end

and

\tauM,l{T

} , and

\tauC,l{T

} are two stabilization parameters for the momentum and the continuity NS equations, respectively. In addition, the notation \left(a \boldsymbol \; b \right)_=\int_ab \; d\mathcal has been introduced, and
*
u
h
was defined in agreement with the semi-implicit treatment of the convective term.[1]

In the previous expression of

s\left(;\right)

, the term \sum_ \tau_ \left(\nabla p^_ \boldsymbol \; \frac \right)_, is the Brezzi-Pitkaranta stabilization for the inf-sup, while the term \sum_ \tau_ \left(u_h^* \cdot \nabla \mathbf u^_h \boldsymbol \; u_h^* \cdot \nabla \mathbf v_h \right)_, corresponds to the streamline diffusion term stabilization for large

Re

.[1] The other terms occur to obtain a strongly consistent stabilization.[1]

Regarding the choice of the stabilization parameters

\tauM,l{T

} , and

\tauC,l{T

} :[2] \tau_=\left(\frac + \frac + C_k\frac \right)^, \;\;\;\;\; \tau_=\frac,

where:

Ck=602k-2

is a constant obtained by an inverse inequality relation (and

k

is the order of the chosen pair

Pk-Pk

);

\sigmaBDF

is a constant equal to the order of the time discretization;

\deltat

is the time step;

hl{T

} is the "element length" (e.g. the element diameter) of a generic tetrahedra belonging to the partitioned domain

\Omegah

.[7] The parameters

\tauM,l{T

} and

\tauC,l{T

} can be obtained by a multidimensional generalization of the optimal value introduced in[8] for the one-dimensional case.[9]

Notice that the terms added by the SUPG-PSPG stabilization can be explicitly written as follows[2] \begins^_=\biggl(\frac \frac \; \boldsymbol \; \mathbf u^*_h \cdot \nabla \mathbf v_h \biggr)_\mathcal, \;\;\;\;&\;\;\;\; s^_=\biggl(\frac \frac \; \boldsymbol \; \frac \biggr)_\mathcal,\\s^_=\biggl(\mathbf u^*_h \cdot \nabla \mathbf u_h^ \; \boldsymbol \; \mathbf u^*_h \cdot \nabla \mathbf v_h \biggr)_\mathcal, \;\;\;\;&\;\;\;\;s^_=\biggl(\mathbf u^*_h \cdot \nabla \mathbf u_h^ \; \boldsymbol \; \frac \biggr)_\mathcal,\\s^_=\biggl(-2\nu \nabla \cdot \mathbf S & (\mathbf u^_h) \; \boldsymbol \; \mathbf u^*_h \cdot \nabla \mathbf v_h \biggr)_\mathcal, \\s^_=\biggl(-2\nu \nabla \cdot \mathbf S & (\mathbf u^_h) \; \boldsymbol \; \frac \biggr)_\mathcal,\\s^_=\biggl(-2\nu \nabla \cdot \mathbf S & (\mathbf u^_h) \; \boldsymbol \; \mathbf u^*_h \cdot \nabla \mathbf v_h \biggr)_\mathcal, \\s^_=\biggl(-2\nu \nabla \cdot \mathbf S & (\mathbf u^_h) \; \boldsymbol \; \frac \biggr)_\mathcal,\\s^_=\biggl(\nabla \cdot \mathbf u_h^ \; \boldsymbol & \; \nabla \mathbf \cdot \mathbf v_h \biggr)_\mathcal,\end

\begins_=\biggl(\nabla p_h \; \boldsymbol \; \mathbf u^*_h \cdot \nabla \mathbf v_h \biggr)_\mathcal, \;\;\;\;&\;\;\;\;s_=\biggl(\nabla p_h \; \boldsymbol \; \frac \biggr)_\mathcal,\\f_v=\biggl(\frac \; \boldsymbol \; \mathbf u^*_h \cdot \nabla \mathbf v_h \biggr)_\mathcal, \;\;\;\;&\;\;\;\; f_q=\biggl(\frac\; \boldsymbol \; \frac \biggr)_\mathcal,\end

where, for the sake of clearness, the sum over the tetrahedra was omitted: all the terms to be intended as s^_ = \sum_ \tau_\left(\cdot \,, \cdot \right)_\mathcal ; moreover, the indices

I,J

in
(n)
s
(I,J)

refer to the position of the corresponding term in the monolithic NS matrix,

\Sigma

, and

n

distinguishes the different terms inside each block[2] \begin\Sigma_ & \Sigma_ \\ \Sigma_ & \Sigma_ \end \Longrightarrow \begins^_ + s^_ + s^_ + s^_ & s_ \\ s^_+s^_+s^_ & s_ \end,

Hence, the NS monolithic system with the SUPG-PSPG stabilization becomes[2] \begin\ \tilde & B^T+S_^T \\ \widetilde & S_ \end \begin\mathbf U^ \\ \mathbf P^ \end = \begin\ \mathbf F^n + \fracM(4 \mathbf U^n -\mathbf U^)+\mathbf F_v \\ \mathbf F_q \end,where \tilde=K+\sum\limits_^4 S^_ , and \tilde=B+\sum\limits_^3S^_ .

It is well known that SUPG-PSPG stabilization does not exhibit excessive numerical diffusion if at least second-order velocity elements and first-order pressure elements (

P2-P1

) are used.[8]

References

  1. Tayfun Tezduyar . Tezduyar . T. E. . Stabilized Finite Element Formulations for Incompressible Flow Computations††This research was sponsored by NASA-Johnson Space Center (under grant NAG 9-449), NSF (under grant MSM-8796352), U.S. Army (under contract DAAL03-89-C-0038), and the University of Paris VI. . Advances in Applied Mechanics . 1 January 1991 . 28 . 1–44 . Elsevier. 10.1016/S0065-2156(08)70153-4 .
  2. Tobiska . Lutz . Lube . Gert . A modified streamline diffusion method for solving the stationary Navier–Stokes equation . Numerische Mathematik . 1 December 1991 . 59 . 1 . 13–29 . 10.1007/BF01385768 . 123397636 . en . 0945-3245.
  3. Book: Alfio Quarteroni . Quarteroni . Alfio . Numerical Models for Differential Problems . 2014 . Springer-Verlag . 9788847058835 . 2 . en.
  4. Book: Pope . Stephen B. . Turbulent Flows by Stephen B. Pope . 2000 . Cambridge University Press . 9780521598866 . en.
  5. Book: Alfio Quarteroni . Quarteroni . Alfio . Sacco . Riccardo . Saleri . Fausto . Numerical Mathematics . 2007 . Springer-Verlag . 9783540346586 . 2 . en.
  6. Book: Mixed and Hybrid Finite Element Methods . 15 . 1991 . en-gb. 10.1007/978-1-4612-3172-1 . Springer Series in Computational Mathematics . 978-1-4612-7824-5 . Brezzi . Franco . Fortin . Michel .
  7. Forti . Davide . Dedè . Luca . Semi-implicit BDF time discretization of the Navier–Stokes equations with VMS-LES modeling in a High Performance Computing framework . Computers & Fluids . August 2015 . 117 . 168–182 . 10.1016/j.compfluid.2015.05.011.
  8. Shih . Rompin . Ray . S. E. . Mittal . Sanjay . Tezduyar . T. E. . Incompressible flow computations with stabilized bilinear and linear equal-order-interpolation velocity-pressure elements . Computer Methods in Applied Mechanics and Engineering . 95 . 2 . 221 . 1992 . en. 1992CMAME..95..221T . 10.1016/0045-7825(92)90141-6 . 31236394 .
  9. Kler . Pablo A. . Dalcin . Lisandro D. . Paz . Rodrigo R. . Tezduyar . Tayfun E. . SUPG and discontinuity-capturing methods for coupled fluid mechanics and electrochemical transport problems . Computational Mechanics . 1 February 2013 . 51 . 2 . 171–185 . 10.1007/s00466-012-0712-z . en . 1432-0924. 2013CompM..51..171K . 123650035 . 11336/1065 . free .