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Professor Darrell F. Socie © 2004-2014 Darrell Socie, All Rights Reserved Physics of Fatigue

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Page 1: Physics of Fatigue - eFatigue - Fatigue Analysis on the Web · Physics of Fatigue . ... Model the physics on this scale . Use the models on this scale . ... Macroscopically it grows

Professor Darrell F. Socie

© 2004-2014 Darrell Socie, All Rights Reserved

Physics of Fatigue

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Contact Information

Darrell Socie Department of Design and Production Office: 227 K1 [email protected]

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Fatigue, How and Why

Physics of Fatigue Material Properties Introduction to eFatigue

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10-10 10-8 10-6 10-4 10-2 100 102

Specimens Structures Atoms Dislocations Crystals

Size Scale for Studying Fatigue

Understand the physics on this scale

Model the physics on this scale

Use the models on this scale

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The Fatigue Process

Crack nucleation Small crack growth in an elastic-plastic

stress field Macroscopic crack growth in a nominally

elastic stress field Final fracture

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Mechanisms Crack Nucleation

Nucleation in Slip Bands inside Grain Nucleation at Grain Boundaries Nucleation at Inclusions

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1903 - Ewing and Humfrey

Cyclic deformation leads to the development of slip bands and fatigue cracks

N = 1,000 N = 2,000

N = 10,000 N = 40,000 Nf = 170,000 Ewing, J.A. and Humfrey, J.C. “The fracture of metals under repeated alterations of stress”, Philosophical Transactions of the Royal Society, Vol. A200, 1903, 241-250

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Crack Nucleation

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Slip Band in Copper

Polak, J. Cyclic Plasticity and Low Cycle Fatigue Life of Metals, Elsevier, 1991

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Slip Band Formation

Loading Unloading

Extrusion

Undeformed material

Intrusion

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Slip Bands

Ma, B-T and Laird C. “Overview of fatigue behavior in copper sinle crystals –II Population, size, distribution and growth Kinetics of stage I cracks for tests at constant strain amplitude”, Acta Metallurgica, Vol 37, 1989, 337-348

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2124-T4 Cracking in Slip Bands

N = 60

N = 2000 N = 1200

N = 300 N = 240

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Crack at Particle

Material: BS L65 Aluminum

Loading: 63 ksi, R=0 for 500,000+ cycles, followed by 68 ksi, R=0 to failure. Cracks found

during 68 ksi loading.

S. Pearson, “Initiation of Fatigue Cracks in Commercial Aluminum Alloys and the Subsequent Propagation

of Very Short Cracks,” RAE TR 72236, Dec 1972.

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7075-T6 Cracking at Inclusion

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Subsurface Crack Initiation

Y. Murakami, Metal Fatigue: Effects of Small Defects and Nonmetallic Inclusions, 2002

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Fatigue Limit and Strength Correlation

0 500 1000 1500 2000

250

500

750

1000

1250

Tensile Strength, MPa

Fatig

ue S

treng

th, M

Pa

0.6

0.5

0.35

0 500 1000 1500 2000

250

500

750

1000

1250

Tensile Strength, MPa

Fatig

ue S

treng

th, M

Pa

0.6

0.5

0.35

From Forrest, Fatigue of Metals, Pergamon Press, London, 1962

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Crack Nucleation Summary

Highly localized plastic deformation Surface phenomena Stochastic process

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100 µm

bulk surface

10 µm

surface

20-25 austenitic steel in symmetrical push-pull fatigue (20°C, ∆εp/2= ±0.4%) : short cracks on the surface and in the bulk

Surface Damage

From Jacques Stolarz, Ecole Nationale Superieure des Mines Presented at LCF 5 in Berlin, 2003

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Stage I Stage II

loading direction

free surface

Stage I and Stage II

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Stage I Crack Growth

Single primary slip system

individual grain

near - tip plastic zone

S

SStage I crack is strongly affected by slip characteristics, microstructure dimensions, stress level, extent of near tip plasticity

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Small Cracks at Notches

D a crack tip plastic zone

notch plastic zone

notch stress field

Crack growth controlled by the notch plastic strains

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Small Crack Growth

1.0 mm

N = 900

Inconel 718 ∆ε = 0.02 Nf = 936

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0

0.5

1

1.5

2

2.5

0 2000 4000 6000 8000 10000 12000 14000

J-603

F-495 H-491

I-471 C-399

G-304

Cycles

Cra

ck L

engt

h, m

m

Crack Length Observations

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Crack - Microstructure Interactions

Akiniwa, Y., Tanaka, K., and Matsui, E.,”Statistical Characteristics of Propagation of Small Fatigue Cracks in Smooth Specimens of Aluminum Alloy 2024-T3, Materials Science and Engineering, Vol. A104, 1988, 105-115

10-6

10-7

0 0.005 0.01 0.015 0.02 0.025 0.03 0.025 0.02 0.015 0.01 0.005

A B C D

F

E

Crack Length, mm

da/dN, mm/cycle

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Strain-Life Data

Reversals, 2Nf

Stra

in A

mpl

itude

∆ε

2

10-5

10-4

0.01

0.1

1

100 101 102 103 104 105 106 107

10-3

10µm 100 µm

1mm fracture Crack size

Most of the life is spent in microcrack growth in the plastic strain dominated region

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Stage II Crack Growth

Locally, the crack grows in shear Macroscopically it grows in tension

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Long Crack Growth

Plastic zone size is much larger than the material microstructure so that the microstructure does not play such an important role.

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Material strength does not play a major role in fatigue crack growth

Crack Growth Rates of Metals

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Maximum Load

monotonic plastic zone

σ

Stresses Around a Crack

σ

ε

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Stresses Around a Crack (continued)

Minimum Load σ

ε

cyclic plastic zone

σ

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Crack Closure

S = 250

b

S = 175

c

S = 0

a

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Crack Opening Load Damaging portion of loading history

Nondamaging portion of loading history

Opening load

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Mode Iopening

Mode IIin-plane shear

Mode IIIout-of-plane shear

Mode I, Mode II, and Mode III

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5 µmcrac

k gr

owth

dire

ctio

n

Mode I Growth

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crack growth direction

10 µm

slip bands shear stress

Mode II Growth

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1045 Steel - Tension

Nucleation Shear

Tension

1.0

0.2

0

0.4

0.8

0.6

1 10 10 2 10 3 10 4 10 5 10 6 10 7

Fatigue Life, 2N f

Dam

age

Frac

tion

N/N

f

100 µm crack

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Fatigue Life, 2N f

Dam

age

Frac

tion

N/N

f f

Nucleation

Shear

Tension

1 10 10 2 10 3 10 4 10 5 10 6 10 7

1.0

0.2

0

0.4

0.8

0.6

1045 Steel - Torsion

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Things Worth Remembering

Fatigue is a localized process involving the nucleation and growth of cracks to failure.

Fatigue is caused by localized plastic deformation.

Most of the fatigue life is consumed growing microcracks in the finite life region

Crack nucleation is dominate at long lives.

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Fatigue, How and Why

Physics of Fatigue Material Properties Introduction to eFatigue

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Characterization

Stress Life Curve Fatigue Limit

Strain Life Curve Cyclic Stress Strain Curve

Crack Growth Curve Threshold Stress Intensity

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Bending Fatigue

F

stre

ss

time

stress amplitude

stress range

IcM

=σBending stress:

ω

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SN Curve

200

300

400 500

200

300

400

500 St

ress

Am

plitu

de, M

Pa

105 106 107 108 109

1x108 2x108 3x108 4x108 5x108 0

Cycles to Failure

Cycles to Failure

Monel Alloy

1 hour 1 day 1 month 1 year Testing time @ 30 Hz

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Fatigue Strength

105 106 107 108 109

2014-T4 290 235 186 152 138 2024-T4 297 214 166 145 138 6061-T6 186 152 117 104 90 7075-T6 276 200 166 152 145

Fatigue Life Alloy

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6061-T6 Aluminum Test Data

Sharpe et. al. Fatigue Design of Aluminum Components and Structures , 1996

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SN Curve for Steel

100

1000

104

102

Cycles

Stre

ss A

mpl

itude

, MPa

103 104 105 106 107 108 109

fatigue limit

( )bf'f NS

2S

=∆

The fatigue limit is usually only found in steel laboratory specimens

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Very High Cycle Fatigue of Steel

100

1000

104

Cycles

Stre

ss A

mpl

itude

, MPa

1010 103 104 105 106 107 108 109

conventional fatigue limit

surface failures large inclusions

internal inclusions

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Fatigue Damage

100

1000

10000

Stre

ss A

mpl

itude

, MP

a

100

Cycles 101 102 103 104 105 106 107

( )bf'f NS

2S

=∆

1

10

b1

'f

f S2SN

∆=

10SDamage ∆∝

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Fatigue Limit Strength Correlation

0 500 1000 1500 2000

250

500

750

1000

1250

Tensile Strength, MPa

Fatig

ue S

treng

th, M

Pa

0.6

0.5

0.35

0 500 1000 1500 2000

250

500

750

1000

1250

Tensile Strength, MPa

Fatig

ue S

treng

th, M

Pa

0.6

0.5

0.35

From Forrest, Fatigue of Metals, Pergamon Press, London, 1962

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Fatigue Limit Strength Correlation

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Strain Controlled Testing

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Cyclic Hardening / Softening

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Stable Hysteresis Loop

∆σ

∆ε

∆εe ∆εp

Hysteresis loop

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Strain-Life Data σ − ε

0

100

200

300

400

500

600

0 0.004 0.008 0.012

Strain Amplitude

Stre

ss A

mpl

itude

∆ε ∆σ ∆σ2 2 2

1

= +

E K

n

'

/ '

During cyclic deformation, the material deforms on a path described by the cyclic stress strain curve

∆ε 2

∆σ

2

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Cyclic Stress Strain Curve

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Strain-Life Data ∆ε - 2Nf

10-5

10-4

0.001

0.01

0.1

1

Reversals, 2Nf

Stra

in A

mpl

itude

100 101 102 103 104 105 106 107

2 Reversals, 2Nf = 1 Cycle, Nf

∆ε

2

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Elastic and Plastic Strain-Life Data

10-5

10-4

0.001

0.01

0.1

1

Reversals, 2Nf

Stra

in A

mpl

itude

100 101 102 103 104 105 106 107

∆ε

2 Plastic

Elastic

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Strain-Life Curve

10-5

10-4

0.001

0.01

0.1

1

Reversals, 2Nf

Stra

in A

mpl

itude

100 101 102 103 104 105 106 107

cf

'f

bf

'f )N2()N2(

E2ε+

σ=

ε∆

c

b

'fε

E

'fσ

2Nt

∆ε

2

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Transition Fatigue Life

From Dowling, Mechanical Behavior of Materials, 1999

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Crack Growth Testing

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Stress Concentration of a Crack

2 a

ρ

ρ+=

a21KT

a ~ 10-3

for a crack

ρ ~ 10-9

KT ~ 2000

appliedlocal 2000σ=σ

Traditional material properties like tensile strength are not very useful for cracked structures

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Stress Intensity Factor

σ

σ

2a

aK πσ=

K characterizes the magnitude of the stresses, strains, and displacements in the neighborhood of a crack tip

Two cracks with the same K will have the same behavior

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Crack Growth Measurements

σ

σ

2a

Cycles

Cra

ck s

ize

dNda

a1

a2

σ2 σ1

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Crack Growth Data

10-12

10-11

10-10

10-9

10-8

10-7

10-6

1 10 100

Cra

ck G

row

th R

ate,

m/c

ycle

mMPa,K∆

mKCdNda

∆=

∆KTH

Kc

m ~ 3

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Threshold Region

threshold stress intensity

πσ∆>∆

wafaKTH

operating stresses

flaw size

flaw shape

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Threshold Stress Intensity

From Dowling, Mechanical Behavior of Materials, 1999

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Non-propagating Crack Sizes

a212.1KTH ππ

σ∆>∆

Small cracks are frequently semielliptical surface cracks

2TH

cK63.0a

σ∆∆

=

2

u

THc

K52.2a

σ

∆=

Smooth specimen fatigue limit 2

uσ≈

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Non-propagating Crack Sizes

Ultimate Strength, MPa

Cra

ck S

ize,

mm mMPa5KTH =∆

0

0.2

0.4

0.6

0.8

1

0 500 1000 1500 2000

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Stable Crack Growth

10-12

10-11

10-10

10-9

10-8

10-7

10-6

1 10 100

Cra

ck G

row

th R

ate,

m/c

ycle

mMPa,K∆

mKCdNda

∆=

∆KTH

Kc

Stable growth region

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Crack Growth Data

( ) 0.312 mMPaK109.6dNda

∆×= −

( ) 25.210 mMPaK104.1dNda

∆×= −

( ) 25.312 mMPaK106.5dNda

∆×= −

Ferritic-Pearlitic Steel:

Martensitic Steel:

Austenitic Stainless Steel:

Barsom, “Fatigue Crack Propagation in Steels of Various Yield Strengths” Journal of Engineering for Industry, Trans. ASME, Series B, Vol. 93, No. 4, 1971, 1190-1196

5 10 100

10-7

10-6

10-8

Cra

ck G

row

th R

ate,

m/c

ycle

∆K, MPa√m

σyield 252 273 392 415

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Aluminum Crack Growth Rate Data

Sharp, Nordmark and Menzemer, Fatigue Design of Aluminum Components and Structures, 1996

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Crack Growth Data

0

10

20

30

40

50

Cra

ck L

engt

h, m

m

0 50 100 150 200 250 300 350 Cycles x103

Virkler, Hillberry and Goel, “The Statistical Nature of Fatigue Crack Propagation”, Journal of Engineering Materials and Technology, Vol. 101, 1979, 148-153

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Things Worth Remembering

Method Stress-Life Strain-Life

Crack Growth

Physics Crack Nucleation

Microcrack Growth Macrocrack Growth

Size 0.01 mm

0.1 - 1 mm > 1mm

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Fatigue, How and Why

Physics of Fatigue Material Properties Introduction to eFatigue

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