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Scaling of Small-Scale to data to Full-Scale Modelling Professor Roger Lewis Dr Adam Beagles

Scaling of Small-Scale to data to Full-Scale Modelling · • Improved test methods can increase relevance of small-scale tests • Many approaches to testing and modelling – more

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Scaling of Small-Scale to data to Full-Scale Modelling

Professor Roger LewisDr Adam Beagles

Outline• ICRI Wear Mapping Activity• Why do Tests?• Choice of Test?• Issues with small-scale tests and how to deal

with them…• Application of small-scale data – case studies• Summary

ICRI Wear Mapping Scope• To develop “universal” wear maps

representative of full-scale operation that take account of the full range of operating environmental conditions prevalent for the wheel/rail contact.

• These would be used as stand alone tools as well as providing input data for MBD simulation based tools for predicting wheel and rail wear.

Existing Wear Maps

• T wear relationships• KTH Archard wear

coefficient map extensively used

0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9700

800

900

1000

1100

1200

1300

1400SEVEREMILD

SEVE

RE

- CAT

ASTR

OP

HIC

TR

AN

SITI

ON CATASTROPHIC

Sliding Velocity (m/s)

Con

tact

Pre

ssur

e (M

Pa)

30.63 -- 35.00 26.25 -- 30.63 21.88 -- 26.25 17.50 -- 21.88 13.13 -- 17.50 8.750 -- 13.13 4.375 -- 8.750 0 -- 4.375

Wear coefficient, k (dry) [104]

0.0

0.5

1.0

1.5

2.0

2.5

3.0

0 0.2 0.4 0.6 0.8 1Slip velocity [m/s]

Pre

ssur

e [G

Pa]

k3 = 30 - 40k 2

= 1

- 10

k 4 =

1 -

10

k1 = 300 - 400

Seizure

Mild wear (oxide)

Severe wear (metallic)

Mild wear(high oxidation

rate)

0

500

1000

1500

2000

2500

3000

0 20 40 60 80 100 120

Wea

r Rat

e (

g/m

/mm

2 )

T /A (N/mm2)

MildSevere

Catastrophic

Strategy

Gather wear data

Identify key scenarios

Find gaps

Lab vs full-scale

Generate contact information

Plan test programme

Produce wear mechanism/rate maps

Wear debris analysis

Outcome – Wear Map(s)

P

V

Wear Rate Contours

Different Wear MechanismsIdentified

Outcome – Related to Actual Contact Conditions

P

V

Rail Head/Tread

Flange/Gauge Corner

Outcome – “Sub-maps” for Third Body Scenarios

P

V

P

VTOR FM

Curve Lubricant

What we need…

• More contact data• More wear data• Input on scenarios – where are the issues?• In obtaining more wear data a better defined

methodology is needed…

• Approach to scaling…..?

Why do we do tests?• To understand mechanisms• To develop models/performance maps• To determine model inputs• To validate models• To assess material performance• To assess applied product performance

• For all of these to provide relevant results we need tests to be as representative as possible of field conditions…

How do we choose what type of test to use?...

Tribometer Scaled Component Full-scale/Field

Increasing Complexity, Time Cost…

Increasing Control and Ease of Measurement

Issues with Small Scale Tests• Specimens – geometry (and therefore contact size and

shape); surface conditions and properties

• Contact conditions

• Acceleration…

• Test length

• Temperature

• Environmental conditions

• Constant contact position

• Constant recycling

Specimens

• Good to have specimens made from actual wheel and rail

• Need to take parallel to running bands

• Preparation – clean?• Geometry – particularly

important for 3B material application

Specimens• Surface roughness key – worn wheel/rail

1m Ra?• Models assume smooth – is this okay?• Work by BRR looking at roughness

effects concluded that for full-scale roughness not critical (i.e., smooth assumption okay), however, it appeared more critical for small-scale tests…

• Needs more work…

Con

tact

Pre

ssur

e (M

Pa)

20 kN 40 kN

60 kN 80 kN Marshall et al., ASME Journal of Tribology, 128 (2006), 493-504

Contact Conditions

• Dynamic modelling has helped develop envelope of contact conditions (for passenger vehicles)

• Scope to expand this for different scenarios

• Conditions along track vary• Conditions different for every

contact – different wheel profiles etc.

• Global to local - conditions vary across contact

0.0 0.2 0.4 0.6 0.8 1.00

500

1000

1500

2000

2500

Rail Head/Wheel Tread Rail Gauge/Wheel Flange

BS11 vs CID 900A vs R7 FAST data 900A vs R8T Cr1% vs CID

Con

tact

Pre

ssur

e (M

Pa)

Sliding Velocity (m/s)

0

500

1000

1500

2000

2500

3000

0 20 40 60 80 100 120

Wea

r Rat

e (

g/m

/mm

2 )

T /A (N/mm2)

MildSevere

Catastrophic

Lewis & Olofsson, U., Wear, 257 (2004), 721-729.

Contact ConditionsSlipStick

Mats Berg: Wear depths predicted over contact patch (highly non-linear)

https://www.ave.kth.se/avd/rail/research/sword-1.48488

Full-scale contact patch idealised to ellipse:• Areas of stick and slip• Variations of normal contact

stress (e.g., Hertzian)• Variations of creep and shear

stress (non-linear)

Small-scale Conditions

Wheel-rail contact

SlipStick

Twin-disc test: contact corresponds to one line through the wheel-rail contact

Pin-on-disc tests: conditions correspond to one point of the wheel-rail contact

ScalingTwin-disc tests:• Carry out tests for different lines through the contact

patch?• Assume average conditions will produce representative

results?

SlipStick

Pin-on-disc tests:• Multiple tests required to represent all parts of contact

patch• One test at average conditions unlikely to be

representativeNeed to consider relevant (i.e., for vehicles and wheels passing over rail) contact geometries and produce averages of appropriate small-scale results to predict wear and RCF of rail.

Sub-Surface

• Shear stress – important in dictating damage mechanisms

• Depth and magnitude important

• Friction and load effects

Twin disc test with lubricant –shear stress has caused band of deformation below surface

Sub-Surface

• Depth of peak shear stress –important in dictating damage mechanisms

• Big difference between small and full-scale…

00.10.20.30.40.50.60.70.80.9

1

0 5 10 15 20 25Slip (%)

Dep

th o

f Pla

stic

Def

orm

atio

n (m

m)

Wheel Tread

Wheel Flange

Wheel Twin Disc Lewis et al., Journal of Rail and Rapid Transit, Proc. of the IMechE Part F., 224 (2010), 125-137.

Test Length

0

5

10

15

20

25

30

35

40

45

0 5000 10000 15000 20000 25000 30000

Wear R

ate, μg/cycle

Cycles

260 GradeRef

Clad 260

DNS 1L

Stellite 12 2L

Mo‐Mn 1L

TWIP 1L

Wear rate rising

Wear rate stable

• Test length needs to be long enough to reach steady state wear conditions – work hardening

Wear R

ate

Cycles

Lewis et al., Wear, 366-367 (2016), 268-278

Temperature

• Temperature in small scale specimen high due to repeated cycles

• Third-body layer thicker as a result

• Options for dealing with this: air cooling; oxide removal ENVIRONMENT

CHAMBER

WHEEL DISC (DRIVING DISC)

RAIL DISC (BRAKING DISC)

FILTER TO TRAPWEAR DEBRIS

AIRCOOLING

AIRCOOLING

SUCTION FORREMOVAL OFWEAR DEBRIS

Twin disc 3BL Actual rail 3BL

Gallardo-Hernandez et al., Tribology International, 39 (2006), 1653-1663.

Environmental Conditions

• Tests generally run “dry”• In the real world humidity and temperature vary,

precipitation occurs…• Some data for vary environmental temperatures, but rigs

capable of such control are rare

Zhu et al., Proceedings of Railways 2014.

Applying Output from Small-Scale Tests: Wear Modelling

• Global wheel/rail conditions from MBD simulations

• Local contact analysis• Two approaches: Archard and T – wear

coefficients for a range of conditions• Validated – comparison with full-scale data (dry)• Third-body layers – more wear coefficients

needed…Vehicle Data

VehicleMission Profile

Rail Profile

Wheel Profile

MULTI-BODYMODEL OFRAILWAYVEHICLE

Contact PatchGeometry

Position ofContacts

Global ContactForces

Global Slip

LOCALCONTACTANALYSIS

WHEELPROFILE

EVOLUTIONCALCULATION

Wear Coefficients fromSpecimen Bench Twin Disc

Testing

Contact PatchGeometry

Distribution ofSlip andTraction

See e.g., Braghin et al., Wear, 261 (2008), 1253-1264.

Comparing Full and Small Scale Tests

• Twin disc and full-scale tests (on VoestAlpine rig) in dry conditions and with water based Friction Modifier

Buckley-Johnstone et al., Proceedings of Railways 2016

Third-Body Materials –Incorporation into Models

0

10

20

30

40

50

60

0 2 4 6 8 10 12

Wea

r rat

e (

g/m

/mm

2 )

T /A (N/mm2)

Wet Wear Data

Dry Wear Data

Arrow 1

Arrow 2

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0 1 2 3 4 5 6 7Slip (%)

Dry

Wet

Oil

Dry LeavesWet Leaves

Rovira et al., Wear, 274-275 (2012), 109-126.

• Typically third body materials incorporated by changing

• Friction results from contact conditions!

• This can mean errors in force predictions

• Problems with wear predictions

• More creep force data needed for 3BLs

Gallardo-Hernandez et al., Wear, 265 (2008)1309-1316.

Third-Body Materials –Application

• Correct application critical for representative tests

• Can be difficult – scaled contact – scaled application?

• Constant cycling also makes it problematic

Bolt to Adjust Spring Force

HPF Stick

Wheel Disc

Rail Disc

• Physically based, ratcheting model, which can be applied to general three-dimensional problems.

• Provides plastic shear strain data, which aid in predicting rolling contact fatigue crack initiation.

• Takes advantage of creep information from elastic contact calculations in determining the ratcheting strains in longitudinal and lateral directions of the rail

• The model has been applied to results of multi-body system simulations

Trummer et al., Wear, 314 (2014), 28–35

Applying Output from Small-Scale Tests: Crack Initiation

Applying Output from Small-Scale Tests: Crack Predictions

• The contact patch size is approximately 30 times bigger in the wheel/rail experiment than in a usual twin-disc test.

• Subsequently the calculated plastically deformed depth is approximately 30 times deeper in the wheel/rail model than in the twin-disc model.

• Cracks lengths must be scaled by this factor to produce identical results.

• The scaling requires very short crack lengths in the discs.

• Such short cracks will be influenced by the surface roughness or are easily worn away.

• New test approach needed – using actual component geometry

Kráčalík et al., Wear (2016), 346-347,140–147

Summary and Future Directions

• Improved test methods can increase relevance of small-scale tests

• Many approaches to testing and modelling – more consistency needed…

• Consideration of context of use important• Maps of data covering wide range of conditions to cover entire

contact patch and account for all causes of variation are needed

• Wear relatively advanced – need for more data on 3BLs• Crack initiation more complicated, but useful results can be

achieved – more data needed for different contact conditions and rail materials (and weld materials!; and clad layers…)

• Crack growth even more tricky – not possible to scale from twin disc tests, a test using actual component geometry is required – such tests exist – need to have more widespread use