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Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie, WY

Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

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Page 1: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Progress in Unstructured Mesh Techniques

Dimitri J. Mavriplis

Department of Mechanical Engineering

University of Wyoming

and

Scientific Simulations

Laramie, WY

Page 2: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Overview• NSU3D Unstructured Multigrid Navier-Stokes Solver

– 2nd order finite-volume discretization– Fast steady state solutions

• (~100M pts in 15 minutes NASA Columbia Supercomputer)– Extension to Design Optimization– Extension to Aeroelasticity

• Enabling techniques: Accuracy and Efficiency

• High-Order Discontinuous Galerkin Methods (Longer term)– High accuracy discretizations through increased p order– Fast combined h-p multigrid solver– Steady-State (2-D and 3-D Euler)– Unsteady Time-Implicit (2-D Euler)

Page 3: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

NSU3D Discretization

• Vertex based unstructured meshes– Finite volume / finite element

• Arbitrary Elements– Single edge-based data structure

• Central Difference with matrix dissipation

• Roe solver with MUSCL reconstruction

Page 4: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

NSU3D Spatial Discretization• Mixed Element Meshes

– Tetrahedra, Prisms, Pyramids, Hexahedra

• Control Volume Based on Median Duals– Fluxes based on edges

– Single edge-based data-structure represents all element types

Page 5: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Mixed-Element Discretizations

• Edge-based data structure– Building block for all element types

– Reduces memory requirements

– Minimizes indirect addressing / gather-scatter

– Graph of grid = Discretization stencil• Implications for solvers, Partitioners

Page 6: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

NSU3D Convergence Acceleration Methods for Steady-State (and

Unsteady) Problems

• Multigrid Methods– Fully automated agglomeration techniques– Provides convergence rates independent of grid

size (usually < 500 MG Cycles)

• Implicit Line Solver – Used on each MG Level– Reduces stiffness due to grid anisotropy in

Blayer• No Wall Fctns

Page 7: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Multigrid Methods

• High-frequency (local) error rapidly reduced by explicit methods

• Low-frequency (global) error converges slowly

• On coarser grid:– Low-frequency viewed as high frequency

Page 8: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Multigrid Correction Scheme(Linear Problems)

Page 9: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Coarse Level Construction

• Agglomeration Multigrid solvers for unstructured meshes– Coarse level meshes constructed by agglomerating fine grid

cells/equations

Page 10: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Anisotropy Induced Stiffness

• Convergence rates for RANS (viscous) problems much slower then inviscid flows

– Mainly due to grid stretching– Thin boundary and wake regions– Mixed element (prism-tet) grids

• Use directional solver to relieve stiffness– Line solver in anisotropic regions

Page 11: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Directional Solver for Navier-Stokes Problems

• Line Solvers for Anisotropic Problems– Lines Constructed in Mesh using weighted graph algorithm– Strong Connections Assigned Large Graph Weight– (Block) Tridiagonal Line Solver similar to structured grids

Page 12: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Multigrid Line Solver Convergence

• DLR-F4 wing-body, Mach=0.75, 1o, Re=3M– Baseline Mesh: 1.65M pts

Page 13: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Parallelization through Domain Decomposition

• Intersected edges resolved by ghost vertices

• Generates communication between original and ghost vertex– Handled using MPI and/or OpenMP (Hybrid implementation)

– Local reordering within partition for cache-locality

• Multigrid levels partitioned independently– Match levels using greedy algorithm

– Optimize intra-grid communication vs inter-grid communication

Page 14: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Partitioning• (Block) Tridiagonal Lines solver inherently sequential• Contract graph along implicit lines• Weight edges and vertices

• Partition contracted graph• Decontract graph

– Guaranteed lines never broken– Possible small increase in imbalance/cut edges

Page 15: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

NASA Columbia Supercluster

• 20 SGI Atix Nodes– 512 Itanium2 cpus each– 1 Tbyte memory each– 1.5Ghz / 1.6Ghz– Total 10,240 cpus

• 3 Interconnects– SGI NUMAlink (shared

memory in node)– Infiniband (across nodes)– 10Gig Ethernet (File I/O)

• Subsystems:– 8 Nodes: Double density Altix

3700BX2– 4 Nodes: NUMAlink4

interconnect between nodes• BX2 Nodes, 1.6GHz cpus

Page 16: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

NSU3D TEST CASE

• Wing-Body Configuration• 72 million grid points• Transonic Flow• Mach=0.75, Incidence = 0 degrees, Reynolds number=3,000,000

Page 17: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

NSU3D Scalability

• 72M pt grid– Assume perfect speedup

on 128 cpus

• Good scalability up to 2008 using NUMAlink

– Superlinear !

• Multigrid slowdown due to coarse grid communication

• ~3TFlops on 2008 cpus

Page 18: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Single Grid Performance up to 4016 cpus

• 1 OMP possible for IB on 2008 (8 hosts)• 2 OMP required for IB on 4016 (8 hosts)• Good scalability up to 4016• 5.2 Tflops at 4016

First real world application on Columbia using > 2048 cpus

Page 19: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Unstructured NS Solver/NASA Columbia Supercomputer

• ~100M pt solutions in 15 minutes

• 109 pt solutions can become routine– Ease other bottlenecks (I/O for 109 pts = 400 GB)

• High resolution MDO

• High resolution Aeroelasticity

Page 20: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Enabling Techniques

• Design Optimization– Robust Mesh Deformation (Linear elasticity)

– Discrete Adjoint for Flow equations

– Discrete Adjoint for Mesh Motion Equations• Mesh sensitivites (Park and Nielsen)

– Line-Implicit Agglomeration Multigrid Solver• Flow, flow adjoint, mesh motion, mesh adjoint

– Duality preserving formulation• Adjoint discretization requires almost no additional memory over

first order-Jacobian used for implicit solver

• Modular (subroutine) construction for adjoint and mesh sensitivities

– dR/dx = dr/d(edge) . d(edge)/dx

• Similar convegence rates for tangent and adjoint problems

Page 21: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Enabling Techniques

• Aeroelasticity– Robust Mesh Deformation (Linear elasticity)

– Line-Implicit Agglomeration Multigrid Solver• Flow (implicit time step), mesh motion

• Linear multigrid formulation

– High-order temporal discretization• Backwards Difference (up to 3rd order)

• Implicit Runge-Kutta (up to fourth order)

• Formulation of Geometric Conservation Law for high-order time-stepping

– Necessary for non-linear stability

Page 22: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Mesh Motion

• Developed for MDO and Aeroelasticity Problems• Emphasis on Robustness

– Spring Analogy– Truss Analogy, Beam Analogy– Linear Elasticity: Variable Modulus

• Emphasis on Efficiency– Edge based formulation– Gauss Seidel Line Solver with Agglomeration

Multigrid– Fully integrated into flow solver

Page 23: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Formulation• Mesh motion strategies

– Tension spring analogy

Laplace equation, maximum principle, incapable of reproducing solid body rotation

– Truss analogy (Farhat et al, 1998)

pij

ij

j ij

j mimjij

mi Lkm

k

xxkx

1 and 3,2,1,

))()(()(

Page 24: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Formulation• Linear Elasticity Equations

• Prescription of E very important– Reproduces solid body translation/rotation for stiff E regions– Prescribe large E in critical regions– Relegates deformation to less critical regions of mesh

}]{[}{}]{[}{ UADfx j

ij

dVANDANK

FUK

T ]][[][][

where

}{}]{[

methodGalerkin standard a Applying

Page 25: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

LE variable E

spring

Results and Discussion• Mesh motion strategies for 2D viscous mesh

truss

LE constant E

Page 26: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

IMPORTANT DIFFERENCES (FUN3D)

• Navier-Equations for displacement

• Derived assuming constant E

• Variations only in Poisson ratio

ijijkkij eevE

211

0, jijijiji X

t

u

,2

2

021

1,,

ijijji uu

0).(21

12

uu

ijjiij uue ,,2

1

Page 27: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Method of Solution

• Linear Elasticity Equations can be difficult to solve

• Apply same techniques as for flow solver

– Linear agglomeration multigrid(LMG) method

– Line-implicit solver

– Using same line/AMG structures

Page 28: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Method of Solution• Agglomeration multigrid

Page 29: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Method of Solution

• Line-implicit solver

Strong coupling

Page 30: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

iter= 0iter= 1

Results and Discussion• Line solver + MG4 , first 10 iterations

Viscous mesh, linear elasticity with variable E

iter= 2iter= 3iter= 4iter= 5iter= 6iter= 7iter= 8iter= 9iter= 10

Page 31: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

3D Dynamic Meshes (NS mesh)

DLR wing-body configuration, 473,025 vertices

Page 32: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Results and Discussion

• Convergence rates for different iterative methods

2D viscous mesh, linear elasticity 3D viscous mesh, linear elasticity

Page 33: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Unsteady Flow Solver Formulation

• Flow governing equations in Arbitrary-Lagrangian-Eulerian(ALE) form:

• After discretization (in space):

0))()((

UGUFU

t

)()()(

0)())((ttt

dSndSndVt

UGUxUFU

0))(,())(),(,()(

tnUStntxUR

t

VU

Page 34: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Unsteady Flow Solver Formulation

• Flow governing equations in Arbitrary-Lagrangian-Eulerian(ALE) form

GCL: Maintain Uniform Flow Exactly (discrete soln)

0))()((

UGUFU

t

)()()(

0)())((ttt

dSndSndVt

UGUxUFU

))(),(( tntxRt

V

Page 35: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Implicit Runge-Kutta Schemes

• Dalquist Barrier: No complete A and L stability above BDF2– BDF3 often works…. But…– For higher order: Implicit Runge Kutta Schemes

• Backwards Difference (BDF2, BDF3) and Implicit Runge Kutta (up to 4th order in time) previously compared for unsteady flows with static grids

• For moving grids, must obey Geometric Conservation Law GCL – 2nd and 3rd order BDF-GCL relatively straight-forward– How to construct high-order Runge-Kutta GCL schemes ?

Page 36: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

New Approach to GCL

• Use APPROXIMATE FaceVelocities evaluated at the RK Quadrature Points to Respect GCL, but still maintain Design Accuracy– i.e. For low order schemes: dx/dt = (xn+1 - xn ) /dt– For High-order RK: Solve system at each time step

given by DGCL:

E

n

n

n

EVV

VV

VV

xt

t

X

X

X

X

4

3

21

4

3

2

1

44434241

333231

2212 10

00

0001

Page 37: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

2D Example

• Periodic Pitching NACA0012 (exaggerated)• Mach=0.755, AoA=0.016o +- 2.51o

• RK accurate with large time steps

Page 38: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

2D Pitching Airfoil

• Error measured as RMS difference in all flow variables between solution integrated from t=0 to t=54 with reference solution at t=54– Reference solution: RK64 with 256

time steps/period

• Slope of accuracy curves:– BDF2: 1.9

– RK64: 3.5

Page 39: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

3D Example: Twisting OneraM6 Wing

• Mach=0.755, AoA=0.016o +- 2.51o

• Reduced frequency=0.1628

Page 40: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

3D Validation (RK64 +GCL)• Twisting ONERA M6 Wing• Same error measure as in 2D (ref.solution=128 steps/period)

•IRK64 enables huge time steps

•Slopes of error curves: BDF2=2.0, RK64=3.3

Page 41: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

AGARD WING Aeroelastic Test Case

Modal Analysis

1st Mode 2nd Mode

Page 42: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

AGARD WING Aeroelastic Test Case

Modal Analysis

3rd Mode 4th Mode

Page 43: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

AGARD WING Aeroelastic Test Case

• First 4 structural modes

• Coarse Euler Simulation– 45,000 points, 250K cells

• Linear Elasticity Mesh Motion– Multigrid solver

• 2nd order BDF Time stepping– Multigrid solver

• Flow/Structure solved fully coupled at each implicit time step

• 2 hours on 1 cpu per analysis run

Page 44: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Flutter Boundary Prediction

Flutter Boundary Generalized Displacements

Page 45: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Current and Future Work

• Investigate benefits of Implicit Runge-Kutta – 4th order temporal accuracy

• Investigate optimal time-step size and convergence criteria• Develop automated temporal-error control scheme• Viscous simulations, Finer Meshes

– 5M pt Unsteady Navier-Stokes solutions :• 2-4 hours on 128 cpus of Columbia

• Adjoint for unsteady problems– Time domain– Frequency domain

Page 46: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Higher-Order Methods

• Simple asymptotic arguments indicate benefit of higher-order discretizations

• Most beneficial for:– High accuracy requirements– Smooth functions

Page 47: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Motivation

• Higher-order methods successes– Acoustics– Large Eddy Simulation (structured grids)– Other areas

• High-order methods not demonstrated in:– Aerodynamics, Hydrodynamics– Unstructured mesh LES– Industrial CFD– Cost effectiveness not demonstrated:

• Cost of discretization• Efficient solution of complex discrete equations

Page 48: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Motivation

• Discretizations well developed– Spectral Methods, Spectral Elements– Streamwise Upwind Petrov Galerkin (SUPG)– Discontinuous Galerkin

• Most implementations employ explicit or semi-implicit time stepping– e.g. Multi-Stage Runge Kutta ( )

• Need efficient solvers for:– Steady-State Problems– Time-Implicit Problems ( )

xt

xt

Page 49: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Multigrid Solver for Euler Equations

• Develop efficient solvers (O(N)) for steady-state and time-implicit high-order spatial discretizations

• Discontinuous Galerkin– Well suited for hyperbolic problems– Compact-element-based stencil– Use of Riemann solver at inter-element boundaries– Reduces to 1st order finite-volume at p=0

• Natural extension of FV unstructured mesh techniques

• Closely related to spectral element methods

Page 50: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Discontinuous Galerkin (DG)

Mass Matrix

0

iiji

ij uKt

uM Nj ,...,2,1

ijM

ijijijijij FFFEK 321Spatial (convective or Stiffness) Matrix

ijE

ijFK

Element Based-Matrix

Element-Boundary (Edge) Matrix

Page 51: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Steady-State Solver

• Kijui=0 (Ignore Mass matrix)

• Block form of Kij:

– Eij = Block Diagonals (coupling of all modes within an element)

– Fij = 3 Block Off-Diagonals (coupling between neighboring elements)

Solve iteratively as:

Eij (ui n+1 – ui

n ) = Kij uin

Page 52: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Steady-State Solver: Element Jacobi

Solve iteratively as:

Eij (ui n+1– ui

n) = Kij uin

uin+1 = E-1

ij Kij uin

Obtain E-1ij by Gaussian Elimination

(LU Decomposition)10X10 for p=3 on triangles

Page 53: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

DG for Euler Equations

• Mach = 0.5 over 10% sin bump

• Cubic basis functions (p=3), 4406 elements

Page 54: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Entropy as Measure of Error

• S 0.0 for exact solution

• S is smaller for higher order accuracy

Page 55: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Single Grid: Accuracy

• P - approximation order• N - number of elements

Page 56: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Element Jacobi Convergence

• P-Independent Convergence• H-dependence

Page 57: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Improving Convergence H-Dependence

• Requires implicitness between grid elements

• Multigrid methods based on use of coarser meshes for accelerating solution on fine mesh

Page 58: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Spectral Multigrid

• Form coarse “grids” by reducing order of approximation on same grid– Simple implementation using hierarchical basis

functions

• When reach 1st order, agglomerate (h-coarsen) grid levels

• Perform element Jacobi on each MG level

Page 59: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Hierarchical Basis Functions

• Low order basis functions are subset of higher order basis functions

• Low order expansion (linear in 2D):– U= a11 + a22 + a33

• Higher order (quadratic in 2D)– U=a11 + a22 + a33 + a44 + a55 + a66

• To project high order solution onto low order space:– Set a4=0, a5=0, a6=0

Page 60: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Hierarchical Basis on Triangles

• Linear (p=1): 1=1, 2=2, 3=3

• Quadratic (p=2):

• Cubic (p=3):

Page 61: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Spectral Multigrid

• Fine/Coarse Grids contain same elements

• Transfer operators almost trivial for hierarchical basis functions

• Restriction: Fine to Coarse– Transfer low order (resolvable) modes to coarse level exactly

– Omit higher order modes

• Prolongation: Coarse to Fine– Transfer low order modes exactly

– Zero out higher order modes

Page 62: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Element Jacobi Convergence

• P-Independent Convergence• H-dependence

Page 63: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Multigrid Convergence

• Nearly h-independent

Page 64: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

4-Element Airfoil (Euler Solution)

Page 65: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

4-Element Airfoil (Entropy)

Page 66: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Agglomeration Multigrid for p=0

Page 67: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Four Element Airfoil (Inviscid)• Mach=0.3

• hp-Multigrid– p=1…4– V-cycle(5,0)– Smoother (EGS)

• Mesh size– N=1539– N=3055– N=5918

• AMG– 3-Levels– 4-Levels– 5-Levels

Page 68: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Four Element Airfoil: p- and h dependence

N = 3055 P = 4

• Improved convergence for higher orders

• Slight h-dependence

Page 69: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Four Element Airfoil: Linear (CGC) hp-multigrid

• N=3055, P=4• Newton Scheme: Quadratic

convergence– Driven by linear MG scheme

• Linear hp-multigrid between the non-linear updates

• Exit strategy (“k” iteration)– machine epsilon (non-optimized)

– optimization criterion:

22

|| R |||| ||

2

nk L

cgc L nr

Page 70: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Linear (CGC) vs. non-linear (FAS) hp-Multigrid

• FAS - non-linear multigrid• CGC - linear multigrid• Linear MG most efficient

– Expense of non-linear residual

• NQ = 16 (p=4)• NQ = 25 (over-integration)

Page 71: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Preliminary 3D DG Results (steady-state)

• 3D biconvex airfoil mesh– 7,000 tetrahedral elements

Page 72: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

3D Steady State Euler DG

• P-multigrid convergence

Page 73: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

3D Steady-State Euler DG

• Curved boundaries under development

p=1 (2nd order) p=4 (5th order)

Page 74: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Unsteady DG (2D)

• Implicit time-stepping for low reduced frequency problems and small explicit time step restriction of high-order schemes

• Balance Temporal/Spatial Discretization Errors– p=3(4th order in space)

– BDF1, BDF2, IRK4• Runge-Kutta is equivalent to DG in time

• Use h-p multigrid to solve non-linear problem at each implicit time step

Page 75: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Unsteady Euler DG

•Convection of vortex•P=3: Fourth order spatial accuracy•BDF1, BDF2, IRK64

•Time step = 0.2, CFLcell = 2.

Page 76: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Unsteady Euler DG

•P=3: Fourth order spatial accuracy•BDF1: 1st order temporal accuracy

•Time step = 0.2, CFLcell = 2.•10 pMG cycles per time step

Page 77: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Unsteady Euler DG

•p=3 (4th order spatial accuracy)•BDF2: 2nd order temporal accuracy

•Time step = 0.2, CFLcell = 2.•10 pMG cycles per time step

Page 78: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Unsteady Euler DG

•p=3, 4th order spatial accuracy•IRK4: 4th order temporal accuracy

•Time step = 0.2, CFLcell= 2.•5 pMG cycles/stage, 20pMG cycles/time step

Page 79: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Unsteady Euler DG

• Vortex convection problem

Page 80: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Unsteady Euler DG

• IRK 4th order best for high accuracy

Page 81: Progress in Unstructured Mesh Techniques Dimitri J. Mavriplis Department of Mechanical Engineering University of Wyoming and Scientific Simulations Laramie,

Future Work

• Higher order schemes still costly in terms of cpu time compared to 2nd order schemes– Will these become viable for industrial calculations?

• H-P Adaptivity– Flexible approach to use higher order where beneficial– Incorporate hp-Multigrid with hp Adaptivity

• Extend to:– 3D Viscous– Unsteady– Dynamic Meshes