Fatigue Flashcards

1
Q

Cracks can form and grow slowly at low loads if

A

The stress is cycled and the environment is corrosive

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2
Q

Fatigue=

A

The process of slow crack growth due to cyclic loading

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3
Q

Key aspects or fatigue of a cracked structure

A

Component has cracks often due to the fabrication process. These propagate during service life until detected and removed or until failure. Common in large structures

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4
Q

2 types of fatigue in uncracked structures

A

High cycle fatigue
Low cycle fatigue
Failure is initiation controlled

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5
Q

Aspects of high cycle fatigue

A

Stresses below the yield strength
More than 10^4 cycles to failure
E.g rotating/ vibrating systems

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6
Q

Aspects of low cycle fatigue

A

Stresses above yield strength but below tensile strength
Less than 10^4 cycles to failure
E.g components subject to occasional overload

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7
Q

Low amplitudes acoustic vibrations are… so

A

Common so usually ignored

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8
Q

Stress amplitude=

A

The difference between the mean strain and maximum strain applied to a material

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9
Q

Basic method of fatigue testing example

A

Sample pulled apart with an oscillated load of known value and frequency

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10
Q

Fatigue life can be measured by

A

Carrying out tests on a smooth sample at a given stress amplitude and measure the number of cycles until failure. Plot data on an S-N curve

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11
Q

Features of an S-N curve

A

S= stress(Max, min, amplitude) (y-axis)
N= number of cycles until failure (x-axis)
N plotted on a log scale

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12
Q

Fatigue limit=

A

Stress below this value does not cause any crack growth.

Some materials don’t have a fatigue limit

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13
Q

5 ways to improve fatigue life

A

Surface harden components to increase yield strength
Make design changes to reduce applied tensile stress or put in residual compressive stress
Improve surface finish
Avoid stress concentrations (square corners)
Refine microstructure

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14
Q

Δ K=

A

Δ σ root(pi *a)

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15
Q

To see how how crack size varies with driving force we plotca graph of

A

Log driving force against da/dN

There are 3 regimes

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16
Q

Regime A

A

Valid for small cracks

Detected cracks in structures are usually larger than this

17
Q

Regime B

A

Linear relationship so useful

Bulk of life of structure

18
Q

Regime c

A

Very fast crack growth
End of life
Don’t work in regime c

19
Q

da/dN=

K=
What’s constant

A

da/dN= CK^m
K=C2* σ *root(pi *a)
C2, C and m are constants

20
Q

Why do we need to predict crack growth rate and number of cycles until failure

A

To establish a suitable inspection and maintenance program