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Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics Roberto Ballarini Leonard Case Jr. Professor of Engineering Case Western Reserve University University of Minnesota April 10, 2006

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Page 1: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Adventures in Structural Design Using Theoretical, Computational, and

Experimental Fracture Mechanics

Roberto Ballarini

Leonard Case Jr. Professor of EngineeringCase Western Reserve University

University of MinnesotaApril 10, 2006

Page 2: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

ThemeWhat I enjoy and have been doing.

•Mechanism-based design guidelines.•Exploration and modeling of failure mechanisms.

•Whatever it takes experimentation.

Page 3: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

2 μm2 μm

Design of anchor boltsDesign guidelines for spur gears

Fatigue of MEMS materials/structuresMechanical testing

of nanofibers

Page 4: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

( ) ( )θπ

θπ

σ IIij

IIIij

Iij f

rKf

rK

22+=

( ) criticalIIIIII FKKKF =,,

Stress field near crack tip

Initiation criterion

Linear Elastic Fracture MechanicsKI = mode I

stress intensity factor

KII = mode II stress intensity

factor

θ

Direction of growth

0=localIIK

Page 5: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

crIKabaFIK == πσ)/(

m

IKCdNda

⎟⎠⎞⎜

⎝⎛Δ=

nIDK

dtda=

CRACK GROWTH MECHANISMS

Fast fracture

High cycle fatigue

Stress corrosion

Page 6: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

ACI Code:2hfP tu ≈

ANCHOR BOLTS

h

Page 7: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

2/32/3 hEGhKP fIcu =≈

Ballarini et al., Proc. Roy. Soc. Lond.,1985

Page 8: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini
Page 9: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini
Page 10: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

PcK

θ

Stress intensity factor analysis

Page 11: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Design Curve

Page 12: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Crack Paths

Page 13: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini
Page 14: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini
Page 15: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini
Page 16: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini
Page 17: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini
Page 18: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini
Page 19: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini
Page 20: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Results of RILEM Round-Robin Tests

Page 21: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Now an undergradcan do these calculations

Page 22: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

• Thin-rim gears desired for reduced weight.• Stress fields and failure characteristics significantly

different for thin-rim gears compared to conventional gears.• Designed according to standards published by AGMA.• Catastrophic failures have occurred in thin-rim gears.

Thick rim Thick rim --““benignbenign””

tooth tooth

fracturefracture

Thin rim Thin rim --catastrophic rim catastrophic rim

fracturefracture

Spur GearsSpur Gears

Page 23: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

ObjectivesObjectives

Develop fracture mechanicsDevelop fracture mechanics-- based design guidelines to based design guidelines to

prevent rim fracture failure modes prevent rim fracture failure modes in gear tooth bending fatigue.in gear tooth bending fatigue.

Page 24: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

hhmmBB ==bb

Definition of Backup Ratio (mB )Definition of Backup Ratio (mB )

b

h

Page 25: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Bending stress index

Page 26: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Crack mouthCrack tip

UserUser--defined defined initial crackinitial crack

Quarter-

pointrosette

Final mesh of Final mesh of initial crackinitial crack

Simulatedcracktrajectory

Initialcrackregion

Predicted crack pathPredicted crack path

Crack Modeling Using Finite Element MethodCrack Modeling Using Finite Element Method

Page 27: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Definition of Initial Crack Location (θ0 )Definition of Initial Crack Location (θ0 )

θθ00

PitchPitchradiusradius

Applied Applied tooth loadtooth load

Page 28: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Stress Intensity FactorsStress Intensity Factors

x

Initial crack mouth

Initial crack tipNew crack tip

Crack increment size

Predicted angle = Predicted angle = f f ( ( KKII II / / KKII ))

y

Gear tooth fillet

KI = mode I stress intensity

factor

KII = mode II stress intensity

factor

mIKC

dNda

⎟⎠⎞⎜

⎝⎛Δ=

Growth rate

Page 29: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Crack Propagation Angle and Growth RateCrack Propagation Angle and Growth Rate

⎥⎥⎥⎥⎥

⎢⎢⎢⎢⎢

−= 2 ⎟⎠⎞

⎜⎝⎛±

4

8+ KK

KK

II

I2

II

I

m1tanθ

Page 30: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Tooth load at Tooth load at HPSTCHPSTC

SlotsSlots

FixedFixedinnerinner--hubhubB.C.sB.C.s

Typical Finite Element Gear ModelTypical Finite Element Gear Model

Page 31: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Load Case Locations for FEMLoad Case Locations for FEM

Load case123456

78

9101112

1314

1516

1718

Tooth 1 Tooth 2 Tooth 3

0.26-mm crack size, 68 N-m driver gear torque.

Page 32: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Gear Parameters:Gear Parameters:•• 28 teeth28 teeth•• 8 pitch8 pitch•• 1.75" pitch rad1.75" pitch rad•• 2020°°

pressure anglepressure angle

•• mmBB = 1.0= 1.0

Page 33: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Initial crackInitial cracklocation:location:

θθ

00 = = 120120°°

Failure mode:Failure mode:ToothTooth

fracturefracture

Page 34: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Initial crackInitial cracklocation:location:

θθ

00 = = 114114°°

Failure mode:Failure mode:ToothTooth

fracturefracture

Page 35: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Initial crackInitial cracklocation:location:

θθ

00 = = 109109°°

Failure mode:Failure mode:ToothTooth

fracturefracture

Page 36: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Initial crackInitial cracklocation:location:

θθ

00 = = 104104°°(max tensile)(max tensile)

Failure mode:Failure mode:ToothTooth

fracturefracture

Page 37: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Initial crackInitial cracklocation:location:

θθ

00 = = 9999°°

Failure mode:Failure mode:ToothTooth

fracturefracture

Page 38: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Initial crackInitial cracklocation:location:

θθ

00 = = 9494°°

Failure mode:Failure mode:ToothTooth

fracturefracture

Page 39: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Initial crackInitial cracklocation:location:

θθ

00 = = 8888°°(root centerline)(root centerline)

Failure mode:Failure mode:ToothTooth

fracturefracture

Page 40: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Initial crackInitial cracklocation:location:

θθ

00 = = 8383°°

Failure mode:Failure mode:ToothTooth

fracturefracture

Page 41: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Initial crackInitial cracklocation:location:

θθ

00 = = 7878°°

Failure mode:Failure mode:RimRim

fracturefracture

Page 42: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Initial crackInitial cracklocation:location:

θθ

00 = = 7373°°

Failure mode:Failure mode:RimRim

fracturefracture

Page 43: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Initial crackInitial cracklocation:location:

θθ

00 = = 6868°°

Failure mode:Failure mode:RimRim

fracturefracture

Page 44: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Effect of Initial Crack Location on Crack PathEffect of Initial Crack Location on Crack Path

Page 45: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Mode Istress

intensityfactor,

KI (ksi√in)

0

20

40

60

80

Crack Length, in0.0 0.1 0.2 0.3 0.4 0.5

Mode IIstress

intensityfactor,

KII (ksi√in)

-2

0

2

4

Stress Intensity FactorsStress Intensity Factors

θ0 =120°99°

88°83°

θ0 =68°

θ0 =83°

Page 46: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Backup ratio:Backup ratio:mmBB = = 1.01.0

Tooth/rim fractureTooth/rim fracturetransition:transition:

θθ

00 = = 8181°°

Effect of Backup Ratio on Crack PathEffect of Backup Ratio on Crack Path

Page 47: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Backup ratio:Backup ratio:mmBB = = 1.11.1

Tooth/rim fractureTooth/rim fracturetransition:transition:

θθ

00 = = 7676°°

Effect of Backup Ratio on Crack PathEffect of Backup Ratio on Crack Path

Page 48: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Backup ratio:Backup ratio:mmBB = = 1.21.2

Tooth/rim fractureTooth/rim fracturetransition:transition:

θθ

00 = = 7171°°

Effect of Backup Ratio on Crack PathEffect of Backup Ratio on Crack Path

Page 49: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Backup ratio:Backup ratio:mmBB = = 1.31.3

Tooth/rim fractureTooth/rim fracturetransition:transition:

All tooth fracturesAll tooth fractures

Effect of Backup Ratio on Crack PathEffect of Backup Ratio on Crack Path

Page 50: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Backup ratio:Backup ratio:mmBB = = 1.01.0

Tooth/rim fractureTooth/rim fracturetransition:transition:

θθ

00 = = 8181°°

Effect of Backup Ratio on Crack PathEffect of Backup Ratio on Crack Path

Page 51: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Backup ratio:Backup ratio:mmBB = = 0.90.9

Tooth/rim fractureTooth/rim fracturetransition:transition:

θθ

00 = = 8686°°

Effect of Backup Ratio on Crack PathEffect of Backup Ratio on Crack Path

Page 52: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Backup ratio:Backup ratio:mmBB = = 0.80.8

Tooth/rim fractureTooth/rim fracturetransition:transition:

θθ

00 = = 9191°°

Effect of Backup Ratio on Crack PathEffect of Backup Ratio on Crack Path

Page 53: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Backup ratio:Backup ratio:mmBB = = 0.70.7

Tooth/rim fractureTooth/rim fracturetransition:transition:

θθ

00 = = 9797°°

Effect of Backup Ratio on Crack PathEffect of Backup Ratio on Crack Path

Page 54: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Backup ratio:Backup ratio:mmBB = = 0.60.6

Tooth/rim fractureTooth/rim fracturetransition:transition:

θθ

00 = = 102102°°

Effect of Backup Ratio on Crack PathEffect of Backup Ratio on Crack Path

Page 55: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Backup ratio:Backup ratio:mmBB = = 0.50.5

Tooth/rim fractureTooth/rim fracturetransition:transition:

θθ

00 = = 107107°°

Effect of Backup Ratio on Crack PathEffect of Backup Ratio on Crack Path

Page 56: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Design MapDesign Map

T = tooth fracturesT = tooth fracturesR = rim fracturesR = rim fracturesC = compressionC = compression

Initial crack location, θ0 (deg)60708090100110120

Backupratio,mB

0.50.60.70.80.91.01.11.21.3

CRRRRRRRRRTTT

RRTT

CRRRRRRRTTTTT

CRRRTT

CRRRTT

CCRRRTTTTTTTT

CCRRTTTTTTTTT

CCRTTTTTTTTTT

CCTTTTTTTTTTT

Page 57: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Mode Istress

intensityfactor,

KI (ksi√in)

0

1

2

3

4

5

6

7

8

9

Mode I Stress Intensity FactorsMode I Stress Intensity Factors

0.5

0.71.0 1.3Backup ratio, mB

68

78

88

99

109

120

Initialcrack

location,θ0 (deg)

Gear Parameters:Gear Parameters:

•• 28 teeth28 teeth•• 8 pitch8 pitch•• 1.75" pitch rad1.75" pitch rad•• 2020°°

press anglepress angle

•• 500 lb tooth load500 lb tooth load•• 0.030" crack size0.030" crack size

Page 58: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Mode Istress

intensityfactor,

KI (ksi√in)

0

1

2

3

4

5

6

7

8

9

Mode I Stress Intensity FactorsMode I Stress Intensity Factors

0.5

0.71.0 1.3Backup ratio, mB

68

78

88

99

109

120

Initialcrack

location,θ0 (deg)

Gear Parameters:Gear Parameters:

•• 28 teeth28 teeth•• 8 pitch8 pitch•• 1.75" pitch rad1.75" pitch rad•• 2020°°

press anglepress angle

•• 500 lb tooth load500 lb tooth load•• 0.030" crack size0.030" crack size

•• AISI 9310 steelAISI 9310 steel•• ΔΔKKthth = 5 ksi= 5 ksi√√inin

Page 59: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Design MapDesign Map

T = tooth fracturesT = tooth fracturesR = rim fracturesR = rim fracturesN = no fractureN = no fracture

Initial crack location, θ0 (deg)60708090100110120

Backupratio,mB

0.50.60.70.80.91.01.11.21.3

NNNNRRRRRRTTT

RRTT

NNNNNNRRTTTTT

NNNNTT

NNNNNT

NNNNNNNTTTTTT

NNNNNNNTTTTTT

NNNNNNNTTTTTT

NNNNNNNTTTTTT

Page 60: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Test GearsTest Gears

Backup ratio = 3.3

Notch inserted in tooth fillet

Backup ratio = 1.0

Backup ratio = 0.3

AISI 9310 SteelCase carburized and ground

Effective Case Depth 0.032 in.

Page 61: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Crack growth gage

Page 62: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Spur gear rig at NASA Glenn

Specimen

Page 63: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Spur gear rig at NASA Glenn

Page 64: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

PE

PE

PE

Backup ratio = 3.3Backup ratio = 3.3

Backup ratio = 1.0Backup ratio = 1.0

Backup ratio = 0.5Backup ratio = 0.5

E = ExperimentP = Predicted

Validation of Finite Element ModelingValidation of Finite Element Modeling

Page 65: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Fracture and Fatigue of MEMS Polysiliconand Silicon Carbide

Page 66: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Analog Devices GyroscopeiMEMS

Gyro Die Showing the Rate Sensor and Integrated Electronicshttp://www.analog.com/technology/mems/gyroscopes/index.html

Page 67: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

MEMS Device-Fuel AtomizerMotivation• Reduce cost through batch fabrication• Achieve desired tolerances using a

precise silicon micromachining technology

Operation• Fuel enters the spin chamber

through tangential slots• Fuel swirls in the spin chamber

and exits through the orifice in a hollow conical spray

• Swirling produces sprays with wider spray angles as compared to plain orifice atomizers

Page 68: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Ant Carrying a (1000 µm)2

Microchip

Or is it a Palm Pilot?

Page 69: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

silicon substrate

polysiliconSiO2SiO2

SiO2SiO2

crack surface

a)

b)

c)

d)

INDENTATION CRACKING

Page 70: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

ORIGINAL OBJECTIVES

Characterize strength, fracture toughness, high cycle fatigue

and environmentally assisted crack growth

in poly-Si, poly-SiC,and SiC

at scales relevant to MEMS devices.

•Develop (micron size) on-chip specimens.•Generate data.

•Study mechanisms.•Formulate predictive models.

CHALLENGES

•Experiments are difficult to design, execute and interpret.

Page 71: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

crIKabaFIK == πσ)/(

??? m

IKCdNda

⎟⎟⎠

⎞⎜⎜⎝

⎛Δ=

??? nIDK

dtda =

CRACK GROWTH MECHANISMS

Fast fracture

High cycle fatigue

Stress corrosion

If applicable, how sensitive are the parametersto processing procedures?

Page 72: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Two types of on-chip specimenshave been developed:

•Loading through electrostatic actuation•Loading through fabrication-induced residual stress

Page 73: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

acr2μm

Say acr

=1μm

Say tlife

=10yrs

Then vcr

<10-15

m/s !!!

Why subcritical crack initiation andgrowth should be studied in MEMS

Page 74: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

CVD Polysilicon - Effects of Deposition Temperature550°C 580°C 615°C

1100°C 570/615°C

all filmsare ~2-6 µmthick, anddepositedon SiO2

Page 75: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Fracture Mechanics Specimen

Actuator

anchor pads

movable comb drive

fixedcomb drive

MEMS Fracture Mechanics Specimenintegrated with

MEMS Loading Device Actuator

(Proc. Royal Soc. A, 455, 3807-3823, 1999)

produces ~0.7 mN

Page 76: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Fracture Device (notched specimen)

specimenspecimen

actuator

500 μm

Page 77: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

ADVANTAGES OF THIS “ON-CHIP” SPECIMEN

•No need for external loading device.•Resonance loading can be used to study very high cycle fatigue.

•Uncracked ligament size of the same order as dimensions of typical MEMS components.

CURRENT LIMITATIONS

•Low “yield”, but improving

Page 78: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini
Page 79: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Sharpe and Bagdahn, Proc. Fatigue 2002

Fatigue of Notched Polysilicon

Page 80: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

DIFFICULTIES IN DETERMINING ENVIRONMENTAL EFFECTSUSING THESE TESTS

•Tests involve cyclic loading, not constant load.

•Tests involve tension and compression.

Page 81: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

100 μmSpecimen T 100 μm100 μmSpecimen T 100 μmSpecimen C100 μm100 μmSpecimen C

VARIATIONS ON A THEME

R-ratioand mean

stresseffects

Page 82: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Dynamic Fatigue Resultslow-cycle fatigue

1

2

3

4

5

6

-4 -3 -2 -1 0 1

Load Ratio, RLow

-Cyc

le F

atig

ue S

tren

gth,

σm

ax(G

Pa)

PolySi

thickness

Test Ambient3.5 μm air (105

Pa)5.7 μm air (105

Pa)5.7 μm

vacuum (10 Pa)

Page 83: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

polysilicon

indent

2h = 500 μm

w=60 μmaA

silicon substrate

polysilicon

SiO2 anchors

B pre-crack

Stress Intensity and Stress vs. Crack Length

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.0 5 9 13 17 21 25 29 33 37 41 45 49 53 57

Crack Length [um]

Str

ess

Inte

nsi

ty

[MP

a m

1/2 ]

0.05.010.015.020.025.030.035.040.045.050.0

Str

ess

[MP

a]

Stress Intensity Stress*

)(* απσ FaK =

σ* = σresidual /(1+4aV(α)/2h)

PASSIVE DEVICE ASSOCIATEDWITH CONSTANT TENSION

(Science, 2002)

Page 84: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

5 um

indent

substrate

pre-crack

beam

residual tensile stressbeam anchor (to substrate)

crack tip

1 um

INDENTATION CRACK

CWRU

Page 85: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

0

0.2

0.4

0.6

0.8

1

1.2

1.4

1.6

0 5 10 15 20 25 30 35 40 45 50 55 60

Crack Length [μm]

Stre

ss In

tens

ity [M

Pa m

1/2 ]

= no propagation = propagation to failure

45 MPa

56 MPa

69 MPa

FINE-GRAINED POLYSILICONFRACTURE TOUGHNESS

Page 86: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

FRACTURE TOUGHNESS DATA(MPa-m1/2)

Multilayered silicon 0.79<KIc

<0.84Fine-grained silicon

0.76<KIc

<0.86SiC

2.80<KIc

<3.41

Page 87: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

0

0.2

0.4

0.6

0.8

1

1.2

1.4

1.6

0 5 10 15 20 25 30 35 40 45 50 55 60

Crack Length [μm]

Stre

ss In

tens

ity [M

Pa m

1/2 ]

= no propagation = propagation to failure

69 MPa

FINE-GRAINED SILICONSTATIC FATIGUE STUDY

90% RH

K between 0.62-

0.86 MPa-m1/2

No growth in 30 daysV< 3.9 x10-14

m/sSame results for eight multipoly

specimens

Page 88: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Stre

ss

Schematic Bend Strength Tests

Monotonic Increasing Amplitude Fatigue

1 Comp/Mono Fixed Δσ

Fatigue/Mono High T Hold/Mono

Time

Stre

ss

0

σm Δσσcr

10 min.= 5x106cycles

TimeSt

ress

0

σcrσhold

10 min.

Δσ=(σmax -σmin )

Time

Stre

ss

0σmax = σcr

σmin

σm

~1 min.(5x105cycles)

Time

0

σcr

σmin

Time

Stre

ss

0

σcr

Page 89: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Increasing Amplitude Fatigue B-doped polysilicon (no sputtered Pd)

Mean Stress, σm

(GPa)

Fatig

ue S

tren

gth,

σcr

(GPa

)

1.5

2

2.5

3

3.5

-2 -1 0 1 2

Page 90: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Monotonic Bend Strength after cycling with a fixed (low) amplitude

2

2.5

3

3.5

4

4.5

-5 -4 -3 -2 -1 0 1 2 3

Mean Stress, σm

(GPa)

Mon

oton

ic S

tren

gth,

σcr

it(G

Pa)

σa = 1.0 GPa

Time

Stre

ss

0

σcrit

Time

Stre

ss

0

σm Δσσcrit

10 min.= 6x106cycles

σa = Δσ/2

Page 91: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

1.0 0

- 1.0

Mean Stress, σ m(GPa)

1.6

1.4

1.2

1.0

0.8

0.6N

orm

aliz

ed S

tren

gth,

σcr

it(G

Pa)

0 0.2 0.4 0.6 0.8

Fatigue Amplitude, σa (GPa)

Effects on Monotonic Bend Strength of mean stress σm , and fatigue amplitude σa

Fatigue Amplitude, σa

(GPa)

Mea

n St

ress

, σm

(GPa

)

low high

high

l

ow

low

high

tens

ile

com

pres

sive

weakening

weakening

strengthening

strengthening

no effect

no effect

(not measured)

undoped polysilicon

B-doped polysilicon

Page 92: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Mechanical Testing of Collagen Fibers (Nanotechnology)

• Most abundant protein in the human body.• One of the basic components of bone, ligaments,

tendons, teeth, skin.• Collagen monomer:

– Triple helical structure made of three chains of amino acids.

– The monomers assemble into fibrils.

Page 93: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Collagen Fibrils

Rho et al., 1998

Page 94: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Hierarchical Structure of Bone

Page 95: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Nanofiber

Testing Device

Journal of the Royal Society Interface, 2006.

Force: 0.1-100 µNDisplacement: 1-5 µm

A B

anchor

Actuation Force

fibril

anchorte ther beam s

canals

hole etched in substrate

stiffening com b drive

anchor

Actuation Force

fibril

anchorte ther beam s

canals

hole etched in substrate

stiffening com b drive

Page 96: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Labeling fibrils using fluorescent antibodies

1. Imaging using SEM2. Labeling

fibril

Primary antibody

Secondary antibody

Alexa Fluor 568

fibril

Primary antibody

Secondary antibody

Alexa Fluor 568

Page 97: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Fluorescently Labeled Collagen Fibers (Negative Image)

Different dilutions of the fibrils were imaged using SEMto determine the appropriate dilution at which individual

fibrils were distinguishable. The fibrils were labeled with fluorescentantibodies to achieve contrast and brightness under optical microscope

for 5 minutes. Anti-fading agents beingtried to allow 30 minutes of manipulation time.

Page 98: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

Manipulation usingmicropipette

2 μm2 μm

Page 99: Adventures in Structural Design Using Theoretical ... · Adventures in Structural Design Using Theoretical, Computational, and Experimental Fracture Mechanics. Roberto Ballarini

0

20

40

60

80

100

120

140

160

0 1 2 3 4 5

1st test2nd test3rd test4th test

with fibril

1st test2nd test

without fibril

Displacement (μm)

Appl

ied

Vol

tage

(V)

0

20

40

60

80

100

120

0 5 10 15 20 25 30 35

Strain (%)S

tress

(MP

a)

200 μm

5 μmA

B D

C

0

10

20

30

40

50

60

0 1 2 3 4 5

Displacement (μm)

Forc

e (μ

N)

extra force needed to strain fibril

with fibrilwithout fibril

0

10

20

30

40

50

60

0 1 2 3 4 5

Displacement (μm)

Forc

e (μ

N)

extra force needed to strain fibril

0

10

20

30

40

50

60

0 1 2 3 4 5

Displacement (μm)

Forc

e (μ

N)

extra force needed to strain fibril

with fibrilwithout fibril

F

E

fixed fingers

overlap

movablefingers

tether beams

anchor

anchoranchor anchor

0

20

40

60

80

100

120

140

160

0 1 2 3 4 5

1st test2nd test3rd test4th test

with fibril

1st test2nd test

without fibril

Displacement (μm)

Appl

ied

Vol

tage

(V)

0

20

40

60

80

100

120

0 5 10 15 20 25 30 35

Strain (%)S

tress

(MP

a)

200 μm

5 μmA

B D

C

0

10

20

30

40

50

60

0 1 2 3 4 5

Displacement (μm)

Forc

e (μ

N)

extra force needed to strain fibril

with fibrilwithout fibril

0

10

20

30

40

50

60

0 1 2 3 4 5

Displacement (μm)

Forc

e (μ

N)

extra force needed to strain fibril

0

10

20

30

40

50

60

0 1 2 3 4 5

Displacement (μm)

Forc

e (μ

N)

extra force needed to strain fibril

with fibrilwithout fibril

F

E

fixed fingers

overlap

movablefingers

fixed fingers

overlap

movablefingers

tether beams

anchor

anchoranchor anchor