Mechanisms of Fatigue Crack Initiation and Growth

34
FCP 1 Single primary slip system S S F. V. Lawrence Mechanisms of Fatigue Crack Initiation and Growth

Transcript of Mechanisms of Fatigue Crack Initiation and Growth

Page 1: Mechanisms of Fatigue Crack Initiation and Growth

FCP 1

Single primary slip system

S

S

F. V. Lawrence

Mechanisms of Fatigue CrackInitiation and Growth

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Fatigue Mechanisms

! Fatigue Crack Initiation Mechanisms! Fatigue Crack Growth Mechanisms

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Process of fatigue

Stage II fatigue crack

Stage I fatigue crackIntrusions andextrusions(SurfaceRoughening) Persistent Slip Band

(Embryonic Stage I Fatigue Cracks)

Cyclic slipCrack initiationStage I crack growthStage II crack growthFailure

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Planar or wavy slip?

d =G b2 b3( )

2π γ

Material γ Stacking Fault Energy ergs cm- 2

Aluminum 250

Iron 200

Nickel 200

Copper 90

Gold 75

Silver 25

Stainless Steel <10

α Brass <10

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Stacking-fault energy effects

Planarslip inCu-Al

Wavyslip insteel

Cu-Al alloys, Cu-Zn, Aust. SS

Ni, Cu, Al Fe

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Development of cell structures

γ = 10-3

γ =10-5Dislocation cell structuresin copper

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Planar and wavy slip materials

Wavy slip materials Planar slip materials

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Cyclic Slip - initial arrangements

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Cyclic Hardening

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Events leading to crack initiation•Development of cell structures (hardening)•Increase in stress amplitude (under strain control)•Break down of cell structure to form PSBs•Localization of slip in PSBs

PSB

cyclic hardening cyclic softening

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Crack initiation

Fatigue crack initiation at an inclusionCyclic slip steps (PSB)Fatigue crack initiation at a PSB

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Effects of strength and ductility

0.001

0.01

0.1

1

1.00E+00 1.00E+01 1.00E+02 1.00E+03 1.00E+04 1.00E+05 1.00E+06 1.00E+07

A36

5456-H311

Ti-6AL-4V

HY-80

Reversals, 2Nf

Str

ain

Am

pitu

de,²

e/2

1.00E-04

1.00E-03

1.00E-02

1.00E-01

1.00E+00 1.00E+01 1.00E+02 1.00E+03 1.00E+04 1.00E+05 1.00E+06 1.00E+07

1100

2014

2024

5456

7075

1015

4340

Reversals, 2Nf

Str

ain

Am

pltu

de,²

et/2

•Strong materialsgive the best fatigueresistance at longlives; whereas, ductilematerials give thebest fatigue resistanceat short lives

Straincontrolledtest onsmoothspecimen

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High-cycle fatigue Strength

Strongermaterials resistcrack initiationbetter.

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Fatigue Mechanisms

! Fatigue Crack Initiation Mechanisms! Fatigue Crack Growth Mechanisms

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Process of fatigue

Stage II fatigue crack

Stage I fatigue crackIntrusions andextrusions(SurfaceRoughening) Persistent Slip Band

(Embryonic Stage I Fatigue Cracks)

Cyclic slipCrack initiationStage I crack growthStage II crack growthFailure

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Cyclic plastic zone size

rc =1π

∆KI

2σy'

2

Cyclic plastic zone is the region ahead of a growing fatigue crackin which slip takes place. Its size relative to the microstructuredetermines the behavior of the fatigue crack, i.e.. Stage I andStage II behavior.

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Stage I crack growth

Single primary slip system

individual grain

near - tip plastic zone

S

S

Stage I crack growth (rc ≤ d) is stronglyaffected by slip characteristics,microstructure dimensions, stress level,extent of near tip plasticity

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Stage II crack growth

Stage II crack growth (rc >> d)

Fatigue crackgrowing inPlexiglas

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Ferritic-Pearlitic steels all have about the same crack growth rates

Behavior of Structural Materials

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The fatigue crack growth rates for Al and Ti are much more rapid thansteel for a given ∆K. However, when normalized by Young’s Modulus allmetals exhibit about the same behavior.

Crack Growth Rates of Metals

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Crack closure

Plastic wake New plastic deformation

S

S

Rem

ote

Str

ess,

S

Time, t

Smax

S , Sop cl

S

S

Rem

ote

Str

ess,

STime, t

Smax

S , Sop cl

c.

d.

S = Smax

S = 0

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Crack closure

U =∆K eff

∆K=

Smax − Sopen

Smax − Smin=

11− R

1−Sopen

Smax

Initial crack length

A''A A'

A, A', A'' Crack tip positions

Plastic zones for crackpositions A...A”

Plastic wake

∆Keff = U ∆K

Plasticity induced crack closure (PICC)

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Crack Closure Mechanisms

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Intrinsic, extrinsic crack closure

dadn

= C ∆K( )m K max( )p ExtrinsicIntrinsic

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Aluminum - crack growth

•Orientation of microstructural texture•Grain size•Strength•Environment

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Subcritical Crack Growth

! Subcritical Crack Growth! Measuring Crack Growth! Use of Paris Power Law! Variable Amplitude Loads! Crack Closure! Small Cracks! Environmental Effects

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Long cracks, short cracks

mechanically short crack - no closure

long crack

nucleation - coalescence

roughness induced crack closure

How fatigue cracksgrow andparticularly the 3-Daspects of fatiguecrack growth is notfully understood.

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Short Cracks, Long Cracks

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Crack Growth at a Notch

Cracks growing from notchesdon’t know that that stressfield they are experiencing isconfined to the notch root.

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Growth of Small Cracks

Here the ∆K is the remote stress intensity factor basedon remote stresses….

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Effects of Environment

A. Dissolution of crack tip.

B. Dissolution plus H+acceleration.

C. H+ acceleration

D. Corrosion products mayretard crack growth at low∆K.

A B

C D

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Optimum microstructure?Smooth specimen (Kt ≈ 1) - at long lives lifedominated by initiation so pick small, high-strength microstructures

Cracked specimen (Kt > 5) - in the absenceof tensile residuals and for near conditions,large grain size preferred

Notched Specimen (Kt ≈ 2) - at long livesinitiation and crack growth equally important.Avoid high tensile residuals therefore use lowerstrength materials

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Summary! Fatigue may be thought of as a failure of the average

stress concept; consequently, fatigue usually begins atstress concentrators which are most frequently at thesurface of a component.

! Fatigue is a localized process involving the nucleation andgrowth of cracks to failure.

! Fatigue is caused by plastic deformation.

! The cyclic deformation of metals is fundamentally differentfrom the monotonic deformation.

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Summary

! The greatest portion of the fatigue life is spentnucleating and growing a fatigue crack to a length atwhich it can be detected.

! The range of effective stress intensity factor, that is, theidea of crack closure allows the growth of fatigue cracksto be rationalized.

! The behavior of small cracks is in many respects quite

different from long cracks.