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2008 International<br />

ANSYS Conference<br />

Development of a 3-D Blast Overpressure<br />

Modeling Capability Utilizing Fluent<br />

Daniel L. Cler - U.S. Army RDECOM/ARDEC/WSEC/Benet Labs<br />

Mark Doxbeck - U.S. Army RDECOM/ARDEC/WSEC/Benet Labs<br />

1


Blast Waves - Examples<br />

Gun blasts Firearm firing<br />

CFD animation of blast wave<br />

2<br />

Blast wave effects on buildings


Blast Waves<br />

• A blast wave is the pressure and flow resulting from the<br />

deposition of a large amount of energy in a small very localized<br />

volume.<br />

– Flow field can be approximated as a lead shock wave, followed by a 'selfsimilar'<br />

subsonic flow field<br />

• Shock waves cause a virtually instantaneous jump in pressure at<br />

the shock front<br />

• The combination of the pressure jump (called the overpressure)<br />

and the dynamic pressure causes blast damage<br />

• It is necessary to understand blast wave to<br />

– Estimate the damage that will result from an explosion<br />

– To devise mechanisms for mitigating the blast<br />

3


Simulation Objective<br />

• Accurate, effective and efficient CFD approach to simulation of<br />

transient shock discontinuities<br />

– Shock wave identification and tracking<br />

– Shock front resolution<br />

– Interaction of shocks with objects<br />

CFD image of a blast wave<br />

4<br />

Blast wave resulting from a pipe burst<br />

in the bleed system of a jetliner


Simulation Approach<br />

• CFD finite-volume utilized rather than Lagrangian<br />

– Lower computational overhead.<br />

– Better flow prediction capabilities.<br />

– Solution based grid adaption.<br />

– Best in situations where blast does not cause<br />

structural deformation.<br />

– Can be coupled to FEA solvers to determine<br />

deformations and loading of structural<br />

components<br />

• Significant improvements to adaptation schemes<br />

are required to make CFD simulations feasible.<br />

5


Modeling Blast Waves<br />

• FLUENT has capability of tracking and<br />

resolving traveling blast waves and<br />

shocks by means of dynamic adaption<br />

– Both refinement and coarsening of the<br />

mesh is performed<br />

• Refinement captures traveling shocks<br />

• Coarsening avoids excessive mesh<br />

resolution away from discontinuities<br />

– Refinement parameters based on<br />

• Gradient of static pressure gradient:<br />

– Static pressure has largest gradient across<br />

shock front<br />

• Solution-based adaption criterion<br />

• In combination, these tools make it<br />

possible to:<br />

– Model the initial combustion<br />

– Track associated blast wave<br />

– Determine the pressure load history on<br />

nearby objects<br />

6


Validation 1 – Small Caliber Gun<br />

Ref: Gun Muzzle Blast and Flash, Progress in Astronautics<br />

and Aeronautics, Vol. 139; Klingenberg, Gunter, Heimerl,<br />

Joseph M., Seebass, A. Richard Editor-in-Chief, AIAA<br />

• Modeling of blast wave associated with a bullet fired<br />

from 7.62 mm NATO G3 rifle with DM 41 round<br />

– Modeling 1 st and 2 nd precursor and main propellant gas<br />

plume without bullet<br />

CFD Analysis Process<br />

• 2-D Axisymmetric<br />

• Fluent 6.1<br />

• Density-based explicit solver with explicit time stepping<br />

• Second-order upwind scheme<br />

• Inviscid<br />

• Species transport of 2 non-reacting ideal gases (propellant &<br />

air)<br />

• Time varying pressure inlet (12.5 mm upstream of the muzzle)<br />

– Existing experimental static pressure as a function of time<br />

• Pressure outlets at computational domain boundaries<br />

• Gun barrel walls are modeled<br />

• Mesh adaption based on pressure gradient<br />

7


Pressure<br />

outlet<br />

Validation 1 – Preprocessing and Results<br />

Pressure-inlet<br />

Quad-paved grid with coarse<br />

spacing near outlet; structured<br />

grid in barrel and tight spacing<br />

near muzzle<br />

1st Pre-Cursor<br />

FLUENT: t = -350 sec t = -5 sec t = -+120 sec<br />

8<br />

2nd Pre-Cursor Main blast wave<br />

Experiment


BWIP Development Rationale<br />

• Standard Gradient Adaption Limitations<br />

– Poor Coarsening after Wave Passes<br />

– Loss of Adaption as Blast Wave Weakens<br />

– Over-adaption in Uncritical Areas<br />

– Unable to Utilize Advance Register Combinations to<br />

Improve Performance<br />

• Blast Wave Identification Parameter (BWIP)<br />

– Track Primary and Reflected Waves<br />

– Ignore Other Pressure Gradients<br />

– Fine Control of Adaption Level on Shock Fronts<br />

9


Validation 2 - 3D Tank Gun Blast<br />

Ref: Kurbatskii, K. A., Montanari, F., Cler, D. L., and<br />

Doxbeck, M., “Numerical Blast Wave Identification and<br />

Tracking Using Solution-Based Mesh Adaptation<br />

Approach”, AIAA Paper 2007-4188<br />

• Structures of blast waves associated with<br />

firing of a ballistic weapon are very<br />

complicated<br />

• In different regions, shockwaves can have<br />

quite different strengths<br />

• There are no universal criteria for the<br />

accurate numerical detection of<br />

shockwaves<br />

• U.S. Army has been studying blast wave<br />

propagation numerically to propose<br />

methods of minimizing the impact of gun<br />

blasts on tank crews<br />

• New blast wave identification parameter<br />

(BWIP) based on the flow physics capable<br />

of locating traveling shocks with disparate<br />

strengths automatically with minimal user<br />

set-up is used<br />

10<br />

Experimental set-up of 120 mm<br />

Advanced Technology<br />

Demonstrator (ATD)


Validation 2 – Mesh and Solution-based<br />

Adaption Parameter<br />

Initial mesh: 330,000<br />

tetrahedral cells<br />

Solution-based Blast Wave Identification<br />

Parameter (BWIP)<br />

• For any shock, the Mach vector normal to the shock<br />

has a value of at least one just before the shock<br />

• This normal Mach number is used as a test value for<br />

determining the shock location<br />

• Pressure gradient is always normal to the shock, and<br />

it is used to find the shock orientation<br />

• Dot product of the pressure gradient with the Mach<br />

number vector is used to calculate a shock test value<br />

in each cell<br />

• Locations where the test value equals to one forms a<br />

boundary surrounding the shock locations<br />

• A correction is applied to the test equation to account<br />

for the moving shock<br />

• Utilize user defined functions.<br />

11


Validation 2 - CFD Analysis Process<br />

• FLUENT 6.3 or later<br />

• Density-based explicit double-precision solver<br />

• Inviscid flow<br />

• Species transport of two non-reacting ideal<br />

gases (propellant and air)<br />

• 1 st -order upwind scheme<br />

• Standard upwind flux-difference splitting of<br />

Roe to evaluate fluxes<br />

• Green-Gauss node-based gradient evaluation<br />

• Explicit time stepping approach<br />

• time step determined by the CFL condition<br />

• 4-stage Runge-Kutta scheme with standard<br />

coefficients for time integration<br />

• Mesh adaption based on the BWIP function<br />

• Outflow boundary is a pressure outlet<br />

• Computations are completed before<br />

propagating shocks reach outflow boundaries<br />

12<br />

120 mm ATD firing<br />

FLUENT simulation


Validation 2 - Results<br />

Mesh Static pressure<br />

Static pressure on tank chassis<br />

13


Ps<br />

Ps<br />

0<br />

Validation 2 - Results<br />

h09<br />

1500 2000 2500 3000 3500 4000 4500 5000<br />

h13<br />

t, sec<br />

Fluent with adaption<br />

Fluent without adaption<br />

test<br />

0<br />

1500 2000 2500 3000 3500 4000 4500 5000<br />

t, sec<br />

Fluent with adaption<br />

Fluent without adaption<br />

test<br />

14<br />

Ps<br />

Ps<br />

0<br />

h10<br />

1500 2000 2500 3000 3500 4000 4500 5000<br />

h14<br />

t, sec<br />

Fluent with adaption<br />

Fluent without adaption<br />

test<br />

0<br />

1500 2000 2500 3000 3500 4000 4500 5000<br />

t, sec<br />

h14 - Fluent with adaption<br />

h14 - Fluent without adaption<br />

h14 - test<br />

Numerical and experimental time histories of pressure at four hull locations. Also shown<br />

numerical results computed on the original mesh without adaption


Advanced BWIP Development<br />

max<br />

p<br />

• Utilizes to determine shock location.<br />

• Identifies shock center based on above.<br />

• Marks cells a prescribed distance from shock center.<br />

• Mark cells based on mass fraction of propellant.<br />

• Combines registers.<br />

<br />

V<br />

min<br />

• Creates a buffer zone in front of shock based on dot<br />

product of vector defined by two cell centroids and a<br />

velocity vector<br />

• Grid adaption frequency controlled based on time for shock<br />

to pass to edge of buffer zone.<br />

• U.S. Patent Application # 60/944,612 Filed on 6/18/07<br />

15


Validation 3 – LAEP 6<br />

• New Muzzle Brake<br />

• Improved Experimental<br />

Instrumentation<br />

– Field Probes<br />

• Advanced BWIP<br />

• Improved Chemical<br />

Species Determination<br />

16


Validation 3 – Side-on Pressure<br />

17


Validation 3 – Adaption Capabilities<br />

18


Validation 3 – Maximum Overpressure<br />

19


Validation 3 – Animation 1<br />

20


Validation 3 – Animation 2<br />

21


Validation 3 – Animation 3<br />

22


Validation 4 – Fixed Mesh vs BWIP<br />

Fixed Mesh - 976,422 cells<br />

23<br />

Adaption Mesh - 94,344 cells


Cumulative CPU Time (days)<br />

14<br />

12<br />

10<br />

Validation 4 – Performance Comparison<br />

8<br />

6<br />

4<br />

2<br />

Fixed Mesh<br />

BWIP<br />

Advanced BWIP<br />

0<br />

0 1 2 3 4 5 6 7 8 9 10 11<br />

Flow Time (ms)<br />

Number of Cells<br />

24<br />

3.5<br />

3<br />

2.5<br />

2<br />

1.5<br />

x 105<br />

4<br />

1<br />

BWIP<br />

Advanced BWIP<br />

0.5<br />

0 1 2 3 4 5 6 7 8 9 10 11<br />

Flow Time (ms)


Overpressure (psi)<br />

15<br />

10<br />

Validation 4 –<br />

Static Pressure Probe Comparison<br />

5<br />

0<br />

f02<br />

Fixed Mesh<br />

BWIP<br />

Advanced BWIP<br />

4 4.5 5 5.5 6<br />

Time (ms)<br />

6.5 7 7.5 8<br />

25<br />

Overpressure (psi)<br />

12<br />

10<br />

8<br />

6<br />

4<br />

2<br />

0<br />

f06<br />

Fixed Mesh<br />

BWIP<br />

Advanced BWIP<br />

4 4.5 5 5.5 6<br />

Time (ms)<br />

6.5 7 7.5 8


Validation 4 – Performance Comparison<br />

• 2-D Comparison<br />

– Advanced BWIP is 8 times faster.<br />

– Slight reduction in quality at farfield locations.<br />

• 3-D Comparison<br />

– Advanced BWIP would be 2 orders of<br />

magnitude faster than fixed mesh based on 2-<br />

D performance comparison.<br />

– Quality should only be slightly degraded.<br />

– Advanced BWIP makes 3-D blast simulation<br />

feasible.<br />

26


Conclusions<br />

• High-quality 3-D blast analysis capability in<br />

Fluent through Advanced BWIP user defined<br />

function with very low computational overhead.<br />

• Better solution accuracy and lower computational<br />

cost than traditional Lagrangian blast simulation<br />

methods.<br />

• Validated against real world problems with good<br />

prediction accuracy.<br />

• Technology is licensable from RDECOM.<br />

27

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