Pawr No. 87 1172, 1987. 17. 9. Peraim, J.; i'ciro, J.; l:t)rmaggia,. I,.; and Morgan, K.; "Finite. â¢. Element Euler Computations ill Three. Dimensions,". AIAA.
NASA
Technical
104143
Memorandum
¥
UNSTRUCTURED-GRID UNSTEADY
METHODS
AERODYNAMIC
(_ASA-T_-I04143)
AND
U_ST_UCTUnEn
O_VrL_PH_'JT
F_
UNSTEADY
AERnELASTIC
ANALYSES
DEVELOPMENT AEROELASTIC
ANALYSES
_,
12
N91-3_POS_
AND
AERODYNAMIC (HASA)
FOR
p
CSCL
OIA
G31o2
JOHN
T.
BATINA
ELIZABETH WILLIAM RUSS
M. LEE L.
KLEB
D. RAUSCH
SEPTEMBER
1991
N/ A Nalional Aeronaullc_ SpruceAdmlnislralion
and
IJmgle¥ Roaoateh Cerdef I Inmplon. Virqfnl_ 23665
Unclas 0046090
IJNSTRUCTURED-GRII) UNSTEADY
METIIODS
AERODYNAMIC
John
T.
M.
William NASA
L.
Langley
FOR
AEROEI.ASTIC
ANAI,YSES
Balina
Elizabeth
Hampton,
DEVELOPMENT
AND
Lee Kleb
Research
Virginia
Center
23665-5225
USA
and Russ
D.
Purdue West
Rausch University
l,afayelle,
Iodiana
SumnHiry
47907
aircraft
USA
was modeled
exlension, The unent
current
slalus
of
in Ihe Unsteady
Research
Center
oped
for
unsteady
paper
first highlights
For the
solution
selected
results
pabilily.
The
applications are also code
is descrihed.
which results
with
with
solutions
grid
agreement
equations
two
obtained data
thus
using
of
gives the ca-
of
structural
show
the accuracy.
deformations undergoing
any
formations, structured
rately
the
Considerable
progress
decades
on
methods
fi_r aerodynamic
fix:used
primarily
the Euler namic that
developing
and
move
of
the
of
the ruethc_ts
moving
mesh
moves These
ity of the
procedures
defommtions. assume
that
three
grid
an alternative, make
use
grids
are typically
shears
as the
made
that b_.ly
the applicabil-
or small-amplitude typically
have
physics
in two
triangles
of an assemblage
di-
and
in
of tetrahedra.
of
u_d.
more
adaption
cal time-stepping
where
the temporal
u_d
in cells
tages
over
flw unsteady
structured
geometries
methods
have
grid
methods
which
aerodynamic
ple, the primary is the ability
grid
advantage
to easily such
model
and
several make
aer_velaslic
as the F[A-18
connplicated aircraft
them
analyses.
of the unstructured very
distinct
shown
advanattractive
For exam-
where
determined
by the largest
purpose
of
The
first
selected
of the capability.
the
results The
the
upwind-type
three-dimensional
the time-integration tails
on
and the
explicit spatial
of the and
that
to
of the flow
in
"l_me
time
is as
that
explicit
status
the Unsteady Center. have
been
equations various
artificial
flow
deand
are either dissipation
dissipative. are
t°'-t9
features
are demribed
adaption
are
level
the current
Euler
fluid
cells
steps
accuracy
Research
discretizations
lo-
in grid
time
within
are naturally
governing
temporal
also
demonstrate
with
temporal
may problems
problem.
solvers
solvers
which
adaption
to the same
Langley
which
flow
of was
am used
in the
flow
an order mesh
and larger
of the tinre-dependent
of the central-difference-type or of
steps
is to describe
at NASA
highlights
fi)r solution
gives
size
times
accurate
of as time-accurate
methc, ds development
Branch
paper
step
cells
solution
three
unsteady
are small.
all grid
the paper
of unstructured-grid Aerodynamics
time are large
gradients
by bringing
implicit
I. '_ The
the
maintained
grid methodoh>gy
in Fig.
smaller
3
delta
fine
the physics
can be thought
gradients
13 The
by using
for
and efficiently
accu-
in Fig.
is a highly
temporal grids
in a
more
mesh
if a globally
adaption,
accurately
result
desome
it enables
number.
produced than
unstructured
time. TM Temporal
then unstructured
points
to spatial with
final
in
for a fiat plate
coarse
not
to small
shown
solution
is
does
done
is that
Mach
The
motion
to predict
the original
equations,
grid
bending capability
For example,
flow
freestream
the Euler
Similar
where
flow.
flow.
fewer
be employed
veloped
The
for the
by adapting
magnitude
The
developed
grids. 3-t9 up of
obtained
solution
advantage refinement
motions
configurations.
shearings
mesh
allows
realistic
applications
A third
vortex-dominated
to the instantaneous
geometri-
been
codes.
at a supersonic
was
resolve
Many
assume
has an underlying
of unstruciured
they consist
require l_sition
of solution
algorithms
these
dimensions
methods
of
aerody-
generally
limit
motions
these
has
the _flution
unsteady
consideration.
mesh
two
(CFD)
in CFD
developed
consequently
to rigid-body
past
inslant:meous
under
the
which
mensions
for
methods
being
that
the compulatkmal
work
For
to the
body
assumptions
As
Recent
these
are currently
Furthermore,
structure.
recently
analysis,
the
dynamics
algorithms
to conform
or
over
fluid
equations.
rigidly
deforms.
cal
developing
or deforming that
made
analysis.t'2
Navier-Stokes
mesh
been
computational
and aeroelaslic the
the
on
has
wing
grid
for adaptive
is a conical Inlroductkm
limit
and
for a transport-type
grid
which
the
inlets
a structured of geometrical
aircraft grid
deforming
simple
grid way
to treat
surface
assumptions
edge canopy
the methodology
mesh
such
as
engine With
a complete-vehicle The
leading as the
this level
of complete
of the deforming
2.
includes effects.
is thai
the
with
as well
to achieve
advantage
to move
in Fig.
natural
also
power
difficult
way
An example
involve
modeling
A second
depicted
grid
comparisons
and
tails,
vertical
engine
it is extremely
complexity.
configuration
Comparisons
a structured
grid.
the wings
and
The
to simulate
fl_r a general
the accuracy
These
verifies
The
three-dimensional
flows.
to determine
methodology.
which
devel-
amt then
the fuselage.
nozzles
developed
features
and
unsteady
being
been
and
Langley
an:dyses.
have
various
and
experimental
the unstructured g_xt
Euler
demonstrate
[x_th steady
made
that
demonstrate
are
aeroelastic
solvers
develop
al NASA
methods
,rod
the flow
methods
Branch
These
aerodynamic
of the unsteady
for
and
unstnJcturcd-grid
Aertv, lynamies
by including
horizontal
Both
discussed equations.
procedures
are
for Dealso
Fig
given. and
The selected
results
three-dimensional
I
Unstructured
that are presented
appficatkms
for both
surface
demonstrate
sleady
grid for F/A
two-
and unsteady
IX fighter
lime
step may
tated
by the CFL
flows. Comparisons are also made with soluticms obtained using a structured grid c(_le and with experimental d;tla Io determine
tile residual
the accuracy
scribed
of the unstructured
grid
methodology.
Central-Difference-Type The using
unsteady
Euler
a finite-volume
tmstructurcd The
algorithm
of
type flow
solver.
explicitly
to prevent
high-frequency tire
blend
conceptually
imd thus With
this
solver,
oscillations
uncoupled
of
anti
and fourth
lively.
biharmonic
operator
The
four-stage,
scheme
at the first stage.
in time
and
in cell
volumes
more,
includes
this explicit-scheme
CFI,
number
of 2_22.
the CFI+ number residtnal
with
equations lions_
;tre
damping
uses
c:ltiorls,
by a k_al
however,
tile time-accuracy
a global
lime
using
stability
time step
requirement.
The
difference
splitting
on structured
a spatially
spatial split
similar
referred
discretization
this
account
is that
Further-
to a
to steady-state, implicitly
l_ivrts.
These
several
local
at each lq)r
is usually maxirnlurl
the
implicit
used
de-
the
the
flow
grid
solver.
a so-called splitting
of Roe. 2t These
local
alThe
fluxof van
tlux-split
wave-propagation
diseretizations
flux-
for use
involves
they capture sh_k within the shirk
these
or
flux-vector
splitting
for
ahernatively
unstructured
charac-
waves sharply with structure. A further
are naturally
additional parameters
dissipative
artificial dissipation to control the di.,,si-
patron.
"rhc Euler explicit
etluali(ms
Runge-Kutta
relaxation ordering
are
meth_xl
integrated
in time
(described
in the previous
time-imegration
prcx:edure.
scheme
Is The
the elements
that
involving
procedure
make
using
up the unstructured
tions.
The
stream
to downstream
first
sweep
is performed
in the direction
and the _cond
and thus allows the selection of the step size based accuracy of the problem being considered, rather
I_)h+t
numerical
stability
lime
may
of
re-
from
and an appropriate independent
supersonic
relaxation
of the
be used step
of numerical
flows
scheme
algorithm. for rapid
the second
Consequently, convergence
issues.
up-
sweep
is unconditionally
size may be selected stability
from
is from downstream
step-
steps
purely
sweep
using
global
by mesh
upstream to downstream The solution is obtained by sweeping two limes through the mesh as dictated by stability considera-
This
becausc
section)
a Gauss-Seidel
For
appli-
an
either
is implemented
unnecessary.
grid
allowable
present
to upstream.
time
unsteady
as
developed
itera-
Jacobi
.'tceelerated
The
_hemes
solver
on either
of the flow and one grid point
advantage
of may
step,
flux-vector
to ;Is :m upwiv_l-type
I.eer 2° or the flux-difference
teristics ;it most
time
be solved
either
to upwind
of
based
discreliTations
adaption
Solver
may and
In. lS-Iq The
meshes.
approach
varying
Flow
differencing
i,, thus
temporal
dic-
version
section.
Euler equations
upwind
or an implicit
for ct|anges
by the
s_ep size analysis,
unsteady
using
and,
is evalu-
is limited
ix furtfier stepping,
allowable
stage
correslxmding
aver:lging
grid
The by
accurate
In this
tnesh.
size that
by
to steady-stale and h_al
scheme.
c(mvergencc
approximately
a stant|artl,
using
to at'cotlall
condition
be increased
the maximum
as determined
a step
involves
is hu'ger th:m that
a time
Alternatively,
and consequently do not require terms or tile adjustment of free