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Alejandro López University of Deusto Bilbao, Spain Modelling erosion in complex geometries 22 nd May 2019, Bjerringbro, Dennmark

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Page 1: Alejandro López - Amazon S3s3-eu-west-1.amazonaws.com/foreninglet-wordpress... · 1 Impact and rebound angles 1 Physical properties 1 State of motion (laminar versus turbulent) 2

Alejandro LópezUniversity of DeustoBilbao, Spain

Modelling erosion in complex geometries22nd May 2019, Bjerringbro, Dennmark

Page 2: Alejandro López - Amazon S3s3-eu-west-1.amazonaws.com/foreninglet-wordpress... · 1 Impact and rebound angles 1 Physical properties 1 State of motion (laminar versus turbulent) 2

Outline

• Background

• Erosion

• Modelling erosion• Fluid erosion• Particle erosion

• Case studies• Vertical roller mill• The Jet Impingement Test• Centrifugal slurry pump

• Some conclusions & Future work

1

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Background

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Background2

• Masters in Mechanical Engineering – University of the Basque Country UPV/EHU (Bilbao, Spain)

• Head of Services – Asaser S.A. (Bilbao, Spain)

• PhD in Mechanical and Aerospace Engineering – University of Strathclyde (Glasgow, UK)

• Research Fellow (School of Chemical and Process Engineering) – Discrete Element Modelling and CFD-DEM, Additive Manufacturing, Breakage and Powder flow

• Lecturer (Fluid Mechanics, Machine Design, Thermodynamics…) –University of Deusto (Bilbao, Spain)

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Erosion

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Erosion3

• Very complex process influenced by many different variables

For particles For surfaces For the carrier fluid

1 Impact and rebound angles 1 Physical properties 1 State of motion (laminar

versus turbulent)

2 Impact and rebound speeds 2 Change in shape caused by

erosion

2 Velocity

3 Rotation before and after

impact

3 Stress level 3 Temperature

4 Shape and size 4 Temperature 4 Chemical composition and

physical properties

5 Volume concentration and

surface flux

5 Presence of oxide (or other)

coatings

6 Physical properties (hardness

strength and density)

6 Simultaneous occurrence of

corrosion

7 Fragmentation

8 Interactions (with surfaces,

fluid or other particles)

9 Temperature

10 Presence of additives

11 Electrical charge

Table 1: Factors affecting erosion (1)

• Also related to corrosion processes

• Simultaneous occurrence – higher material removal expected

• 𝑆 = 𝑇 − (𝐸 + 𝐶)

• S = Synergy (Additional wear rate experienced by the material)

• T = Total wear rate• E = Pure erosion wear rate• C = Pure corrosion wear rate

• Visiting Scholar at Strathclyde University collaborating on Erosion-Corrosion modelling

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Erosion4

• Main expression used in erosion prediction𝒘𝒆𝒂𝒓 𝒓𝒂𝒕𝒆 ∝ 𝑽𝒏

• Exponent varies depending on author and experimental methodology

Table 2: Velocity exponent for erosion data: normal incidence (2)

𝒘𝒆𝒂𝒓 𝒓𝒂𝒕𝒆 = 𝑲𝑽𝒂𝑫𝒃

Table 3: Review of particle diameter and velocity exponents as shown(3)

Figure 1: Influence of rotation on weight loss – angle relation. The assumed

distribution for the dimensionless parameter 𝑎 =𝜙0𝑟

𝑈is also shown, where 𝜙0 is

the rotational velocity, U is the particle velocity and r is the particle radius(4)

• Influence of particle rotation

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Erosion5

• Particle concentration• Erosion rate increases with particle

concentration – more impacts• Concentration effects on erosion rate also

depend on particle shape• Erosion rate decreases with increasing angle

of impingement in all cases

• At high concentrations - particle collisions seem to decrease erosion rate

Figure 2: Effect of an

increase in particle

concentration on

different alloys(5)

• More than 2000 different erosion models (6)

• Two mechanisms• Cutting wear• Deformation Wear

Figure 3: Example of Cutting (WC) and Deformation (WD) Wear contributions (6)

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Modelling erosion

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Modelling erosion7

Figure 5: Evolution of

an erodible body (clay)

in a 61 cm/s flow.

Extracted interfaces

every 5 minutes. (8)

Figure 4: Flow around cilindrical body: Left t=5 mins; Right, t=55 mins(7)

• Fluid erosion (7-9)• Purely fluid-mechanical erosion

• Especially recurrent in natural processes

• Erodible bodies moving in viscous fluids

• Studies of the erosion of a clay cylinder in

flowing water

• The wedgelike front forms by about 45 min

and then persists

• The boundary retreats with a normal velocity:

𝑽𝒏 = −𝑪 𝝉

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Modelling erosion1

• Particle erosion• Particles inside a fluid

• Eulerian-Eulerian

• Eulerian-Lagrangian

• Single particles

• Computational parcels

• Euler-Euler

• Water and Particles both treated as continuous phases

• Large particle concentrations

• Particle-Particle interactions and influence of the particles on the continuous phase are important

• Euler-Lagrange

• Continuum equations solved for the fluid phase

• Newton’s equations for motion solved for the discrete phase

• Coupling possibilities

• One-way-coupling • Fluid -> Particles

• Two-way-Coupling• Fluid <-> Particles

• Four-way-Coupling• Fluid <-> Particles + Particle Collisions

Figure 6: Graphical

representation of the

forces acting on the

particles and Newton’s

equations

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Modelling erosion1

• Criteria for choosing the transport model (10)• Particle mass loading

𝛽 =𝑝𝑎𝑟𝑡𝑖𝑐𝑢𝑙𝑎𝑡𝑒 𝑚𝑎𝑠𝑠 𝑝𝑒𝑟 𝑢𝑛𝑖𝑡 𝑣𝑜𝑙𝑢𝑚𝑒 𝑜𝑓 𝑓𝑙𝑜𝑤

𝑓𝑙𝑢𝑖𝑑 𝑚𝑎𝑠𝑠 𝑝𝑒𝑟 𝑢𝑛𝑖𝑡 𝑣𝑜𝑙𝑢𝑚𝑒 𝑜𝑓 𝑓𝑙𝑜𝑤=𝑟𝑝𝜌𝑝𝑟𝑓𝜌𝑓

r= Volume fraction, ρ= Density and subscripts p and f refer to

particle and fluid phases respectively.

• Significant two-way coupling is expected when β> 0.2

• Stokes number 𝑆𝑡 =𝜌𝑝𝐷𝑝

2𝑉𝑠18𝜇𝑓𝐿𝑠

• St > 2:0 the particulate flow is highly inertial (confined geometry - dominated by particle-wall interactions).

• St < 0:25, particle-wall interactions negligible. If St < 0:05 particles follow the fluid flow.

• Particle shape modelling

• CFD • Roundness factor (0-1)• Ratio involving particle perimeter

and projected area

• 𝑅 =𝑃2

4𝜋𝐴

• Particle shape modelling• DEM

• Clumped spheres• Polygonal shapes 39 Spheres

Figure 7: Polygonal particle break-up and approximation of

particle shape with clumped spheres method

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Case Studies

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Modelling erosion1

• Setup• Euler-Lagrange simulation• Particles impinging on a flat plate• One way coupling - Particles have no effect on

the fluid phase• Drag force• No gravity• Stochastic dispersion• Surface injection• Particle variables are gathered as they impact the

target Surface• postPatch function in OpenFOAM• Built-in or UDF in Ansys Fluent• Erosion field - Values at the boundary faces

The Jet impingement test

Figure 8: 3D

geometry used

with boundary

conditions

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Modelling erosion1

• Solver verified against Ansys Fluent 15• Ansys Fluent OpenFOAM

benchmark

Figure 9: Comparison of eulerian phase: Ansys Fluent 14 (Left), OpenFOAM (Right)

Figure 10: Target subdivisions (Left),

Ansys Fluent 14 Vs Ansys Fluent 15

Impingement velocity-Target radius

Figure 11: Full domain with simulated

particles coloured by velocity and target

(Left); OpenFOAM 2.2.x Vs Ansys Fluent

15 Impingement velocity-Target radius

(Right)

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Modelling erosion1

• Wear-dependent flow conditions

• Erosion produces deformation of the surface, which in turn, induces flow changes

• Variables change (particle impact angles, velocities)

• New stagnation points appear as shown in Nguyen et al. (10)

Figure 12: New stagnation point after 30 min erosion (Left); Evolution of velocity profile with erosion at different times (Right)

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Modelling erosion1

• Geometry deformation

• Interpolate values of the erosion field at the face centres

• Surface Normal Vectors• Deform mesh by writing

new “pointMesh”• Refine mesh where it’s

been deformed

Figure 14: 3D Example of interpolation

of values on target´s faces

Figure 17:

Erosion in pipe

and deformed

surface

Figure 15: 3D

geometry before

and after JIT

Figure 16: Illustration of

surface normal vectors

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Modelling erosion1

• Validation

Velocity (Left) and Pressure (Right) fields after deformation

Velocity (Left) and Pressure (Right) fields before deformation

Stagnation point detected for a scar depth 1.8 times smaller than that the one reported by Nguyen et al. (11).

Comparison of 3D scanned wear scars(10) and computational wear scars for theJet Impingement test

Figure 18: Profile of the wear scar along the

radius, pressure and velocity fields before and

after being eroded

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Modelling erosion1

• Validation • Velocity and pressure fields ≈ constant

until deformation is large enough to affect flow field

• Scaling factors applied - Progressively larger deformation

• Deformation step – After appearance of stagnation point

Figure 19: Geometry and pressure field (Pa) of eroded target for different scaling factors

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Modelling erosion1

• Erosion-time dependency

Calculate Erosion Field

•Introduce particles•Calculate trajectories

•Compute erosion Field

Deform Mesh

Solve Fluid Flow

Re-meshing

Recalculate flow

• Stepwise deformation

• Calculate impact averages

• Scale-up erosion

• Deform mesh

• Remesh

• Recalculate fluid flow

• Laplacian solver

• DPMFoam

• Dynamic Mesh Laplaciansolver

• Dictionary with erosion parameters

• Fluid flow solution dependent on erosion field

Figure 20:

Illustration of

erosion solver

loop (Left);

videos of mesh

deformation and

its effect on fluid

flow (Right)

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Erosion1

• The Vertical Roller Mill• Eulerian phase modelling

• Analysis of air flow

• Very complex geometry

• Ansys Fluent

Figure 26: Vertical roller mill

examples: Particle trajectories

(Top-left), Erosion and

Geometrical configuration (Right)

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Modelling erosion1

• Centrifugal slurry pump• Eulerian phase modelling

• Steady state & Transient simulation

• Erosion field proportional to 𝑽𝟐 close to the boundary for the volute

• Apply mesh deformation

Figure 27: Erosion on centrifugal

slurry pump´s volute

Figure 28:

Centrifugal

slurry pump

transient

simulation

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Modelling erosion1

• Centrifugal slurry pump

• Compared results to voluteeroded in the field

• Very similar erosion pattern

• With deformed geometry –posible to obtaine performance decay with erosion progression

• Calculate erosion – Deformmesh- Recalculate preformance

• Possible to créate holes in meshto simulate extreme erosioncases

• Impellers with partially missingblades

Figure 29: Centrifugal slurry pump eroded

volute compared to real eroded volutes

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Modelling erosion1

• Centrifugal slurry pump

• Impeller erosion approximation

• Averaged fields for the transient simulation

• Unknown conditions for slurry and position of pump

Figure 29:

Centrifugal slurry

pump eroded

impeller

compared to real

eroded volutes

Page 25: Alejandro López - Amazon S3s3-eu-west-1.amazonaws.com/foreninglet-wordpress... · 1 Impact and rebound angles 1 Physical properties 1 State of motion (laminar versus turbulent) 2

Future work

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Some conclusions & Future work1

• Accuracy of deformed domain increases with decreasing mesh size• Application of the deformation algorithm is limited when - after application - boundaries

intersect due to excessive deformation• Alternatives to deal with intersecting geometries – Holes in geometry

• Mesh deformation algorithm is independent of the geometrical configuration• Ability to predict fluid flow changes with erosion – Implemented erosion solver with a

Laplacian Solver for the re-meshing • Deformation algorithm valid for other processes such as fouling, scouring erosion,

progressive blockage etc –> Inverted surface normal• Coupling of the deformation algorithm to other fields such as pressure to simulate other

processes

• Affect boundary with material inhomogeneity – Casting

• Predict most vulnerable erosion spots

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Future work1

• Gnanavelu et al. (13,14)• Jet Impingement Test• Wide range of impact angles and velocities• Monitor impingement conditions• Velocity and Impact angle• Obtain erosion equation• Wear Map

• Three dimensional implementation of the Wear MapMethod

• Strathclyde University – Ongoing collaboration on CFD modelling on Erosion-Corrosionprocesses

• University of Deusto - Additive manufacturing – DEM and experiments – Beatriz Achiaga

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References1

(1) J. A. C. Humphrey. Fundamentals of fluid motion in erosion by solid particle impact. International Journal of Heat and Fluid Flow, 11: 170-195, 1990.

(2) S. Wiederhorn and B. Hockey. Eect of material parameters on the erosion resistance of brittle materials. Journal of Materials Science, 18: 766-780, 1983.

(3) G. L. Sheldon and A. Kanhere. An investigation of impingement erosion using single particles. Wear, 21: 195-209, 1972.(4) I. Finnie. Some observations on the erosion of ductile metals. Wear, 19: 81-90, 1972.(5) H.-J. Bart and M. Azimian. Erosion investigations by means of centrifugal accelerator erosion tester. Wear, 328-329: 249-256, 2015.(6) H.C. Meng, K.C. Ludema: Wear models and predictive equations: their form and content, Wear, Vol. 181-183:443-457, 1995. (7) M.N.J. Moore, L. Ristroph, S. Childress, J. Zhang, M.J. Shelley, Self-similar evolution of a body eroding in a fluid flow, Phys. Fluids 25:116602:1–

25, 2013.(8) L. Ristroph, M.N.J. Moore, S. Childress, M.J. Shelley, J. Zhang, Sculpting of an erodible body by flowing water, Proc. Nat. Acad. Sci. 109 (48)

(2012) 19606–19609. (9) J.N. Hewett, M. Sellier, Evolution of an eroding cylinder in single and lattice arrangements, J. Fluids Struct. 70:295–313, 2017.(10) G.J. Brown: Erosion prediction in slurry pipeline tee-junctions, Applied Mathematical Modelling, Vol 26 (2002), pp. 155-170(11) Nguyen, VB, QB Nguyen, Z.G. Liu, S. Wan, C.Y.H. Lim, and Y.W. Zhang: A combined numerical–experimental study on the effect of surface

evolution on the water–sand multiphase flow characteristics and the material erosion behaviour, Wear, Vol 319 (2014), pp. 96-109(12) Markus Raffel and Christian E. Willert and Steve T. Wereley and Jürgen Kompehans: Particle Image Velocimetry: A practical guide. Berlin, New

York: Springer, 2007.(13) A.Gnanavelu et al.: A investigation of a geometry independent integrated method to predict erosion rates in slurry erosion, Wear, Vol.

271, pp. 712– 719, doi: 10.1016/j.wear.2010.12.040 (2011)(14) A.Gnanavelu et al.: An integrated methodology for predicting material wear rates due to erosion, Wear, Vol. 267, pp. 1935–1944, doi:

10.1016/j.wear.2009.05.001 (2009)(15) Thielicke, W. and Stamhuis, E. J. (2014): PIVlab - Time-Resolved Digital Particle Image Velocimetry Tool for MATLAB (version: 1.4).

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Thank you!

Questions?